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HomeMy WebLinkAboutEIR Amendment - Appendix C- Supplemental TIAVallco Special Area Specific Plan — Housing Rich Alternative Prepared for: David Powers & Associates July 2018 SJ 17-1786 FEHR�PEERS FEHR� PEERS Table of Contents 1. Introduction........................................................................................................................................1 Background.................................................................................................................................................... 1 ProjectDescription........................................................................................................................................ 1 2. Project Traffic Estimates....................................................................................................................3 MXDVehicle Trip Reductions........................................................................................................................ 3 VehicleTrip Estimates................................................................................................................................... 3 Trip Distribution and Trip Assignment.......................................................................................................... 4 City of Cupertino Transportation Impact Fee Nexus Study and Program ................................................... 4 3. Intersection Level of Service Analysis................................................................................................6 ExistingConditions........................................................................................................................................ 6 BackgroundConditions................................................................................................................................. 7 CumulativeConditions.................................................................................................................................. 8 4. Freeway Segment Level of Service Analysis 10 5. Intersection Impacts and Mitigation Measures...............................................................................12 Transportation Demand Management.............................................................................................................. 12 Existing Plus Project Conditions................................................................................................................. 16 Background Plus Project Conditions.......................................................................................................... 19 Cumulative Plus Project Conditions........................................................................................................... 33 6. Freeway Segment Impacts and Mitigation Measures......................................................................55 7. Left -Turn Queuing Analysis...............................................................................................................60 8. Multi -Modal Analysis Results...........................................................................................................67 Transit Facility Impacts and Mitigation Measures.....................................................................................67 Bicycle Facility Impacts and Mitigation Measures..................................................................................... 71 Pedestrian Facility Impacts and Mitigation Measures..............................................................................71 9. Other Items......................................................................................................................................72 Vehicle Miles of Travel Analysis.................................................................................................................. 72 Evaluation of Potential Neighborhood Intrusion........................................................................................ 72 Construction Traffic Assessment................................................................................................................ 73 FEHR j PEERS List of Tables Table 1: Land Use Summary for the Proposed Project and the Housing Rich Alternative ..................................... 2 Table 2: MXD Vehicle Trip Reductions....................................................................................................................... 3 Table 3: Summary of Vehicle Trip Generation Estimates......................................................................................... 4 Table4: Traffic Impact Fees........................................................................................................................................ 5 Table 5: Summary of Deficient (LOS F) Freeway Segments....................................................................................10 Table 6: Potential TDM Measures...........................................................................................................................13 Table 7: Existing with Project Intersection Impact Summary'................................................................................17 Table 8: Existing with Project Mitigated LOS at De Anza Boulevard/McClellan Road(#12).................................18 Table 9: Background with Project Intersection Impact Summary'.........................................................................21 Table 10: Background with Project Mitigated LOS at De Anza Boulevard/ McClellan Road (#12) ......................23 Table 11: Background with Project Mitigated LOS at Wolfe Road/Vallco Parkway(#31).....................................25 Table 12: Background with Project Mitigated LOS at Stevens Creek Boulevard/ Tantau Avenue (#42) .............26 Table 13: Background with Project Mitigated LOS at Lawrence Expressway/ Homestead Road (#48) ..............30 Table 14: Background with Project Mitigated LOS at Lawrence Expressway/ Calvert Drive -1-280 Southbound Ramp(#51)..........................................................................................................................................31 Table 15: Background with Project Mitigated LOS at Lawrence Expressway/ Bollinger Road -Moorpark Avenue (#53)..................................................................................................................................................... 32 Table 16: Cumulative with Project Intersection Impact Summary'........................................................................36 Table 17: Cumulative with Project Mitigated LOS at Stevens Creek Boulevard/ SR 85 Northbound Ramps (#2) ............................................................................................................................................................... 39 Table 18: Cumulative with Project Mitigated LOS at Stelling Road/ Stevens Creek Boulevard (#3) ...................40 Table 19: Cumulative with Project Mitigated LOS at De Anza Boulevard/ Homestead Road (#8) .......................41 Table 20: Cumulative with Project Mitigated LOS at De Anza Boulevard/ McClellan Road (#12) .......................43 Table 21: Cumulative with Project Mitigated LOS at Wolfe Road/Fremont Avenue (#23) ...................................44 Table 22: Cumulative with Project Mitigated LOS at Wolfe Road/Vallco Parkway(#31).....................................46 Table 23: Cumulative with Project Mitigated LOS at Tantau Avenue/Homestead Road(#38)............................47 Table 24: Cumulative with Project Mitigated LOS at Stevens Creek Boulevard/ Tantau Avenue (#42) ..............48 Table 25: Cumulative with Project Mitigated LOS at Lawrence Expressway/ Calvert Drive -1-280 Southbound Ramp(#51)..........................................................................................................................................52 Table 26: Cumulative with Project Mitigated LOS at Lawrence Expressway/ Bollinger Road -Moorpark Avenue (#53)..................................................................................................................................................... 53 Table 27: Freeway Significant Impacts Summary....................................................................................................55 Table 28: Mixed -Flow Freeway Segment Impacts and Mitigation Summary.........................................................56 Table 29: Existing Plus Project Left -turn Pocket Queuing Analysis.........................................................................61 Table 30: Background Plus Project Alternatives Left -turn Pocket Queuing Analysis.............................................64 Table 31: PM Peak Hour Transit Capacity Analysis.................................................................................................67 Table 32: Existing with Project Added Transit Delay................................................................................................68 FEHR� PEERS Table 33: Background with Project Added Transit Delay........................................................................................69 Table 34: Cumulative with Project Added Transit Delay.......................................................................................... 70 Table 35: Vehicles Miles Traveled (VMT) Estimates................................................................................................ 72 FEHR j PEERS 1. Introduction This report presents a supplemental analysis to the Vallco Special Area Specific Plan Final Draft Transportation Impact Analysis (TIA) dated May 22, 2018. Specifically, it presents the analysis results of a fifth project alternative, referred to as the "Housing Rich Alternative." The analysis incorporates all of the same parameters, including study area and analysis scenarios, as well as analysis methods and thresholds of significance as presented in the May 22, 2018 TIA. Background Fehr & Peers prepared a TIA for the Vallco Special Area Specific Plan dated May 22, 2018 that evaluated the Proposed Project (General Plan Buildout with Residential Allocation) for the Vallco Special Area Specific Plan, as well as four alternatives (General Plan Buildout with Maximum Residential, Retail and Residential, Occupied/Re-tenanted Mall, and the No Project alternative). The results of the TIA were incorporated into the Draft Environmental Impact Report (EIR) that was published on May 24, 2018. Subsequent to the release of the Specific Plan's Draft EIR, a fifth alternative was identified for consideration. Thus, this report evaluates the fifth alternative, which is the Housing Rich Alternative. Project Description Table 1 summarizes the land use components for the Housing Rich Alternative along with those for the Proposed Project and the Project Alternatives evaluated the May 2018 TIA. The Housing Rich Alternative contains less office space, slightly less civic use space, slightly more education space, and more residential units that the Proposed Project. FEHR,� PEERS Table 1: Land Use Summary for the Proposed Project and the Housing Rich Alternative Housing Rich Alternative Evaluated in this Report: Housing Rich 600,000 1,500,000 339 3,250 Yes 30 50,000 15,000' Alternative Proposed Project and Alternatives included in the May 2018 TIA and Draft EIR: General Plan Buildout with Residential 600,000 2,000,000 339 800 Yes 30 55,000 10,0002 Allocation (Proposed Project) General Plan Buildout with Maximum 600,000 1,000,000 339 2,640 Yes 30 55,000 10,0002 Residential Retail and Residential 600,000 -- 339 4,000 Yes -- -- -- Occupied/Re-tenanted 1,207,774 -- 148 -- No -- -- -- Mall 1,207,7741 No Project (partially -- 148 -- No -- -- -- occupied) Notes: 1. For the Housing Rich Alternative the education land uses include an adult education center 2. For the Proposed Project and General Plan Buildout with Maximum Residential Alternative the education land uses include a STEM High School facility. 3. The current mall is only partially occupied, and this analysis accounts for the amount of traffic generated by the current occupancy level, which is based on driveway counts taken the week of January 15, 2018. FEHR� PEERS 2 2. Project Traffic Estimates The amount of traffic generated by the proposed uses was estimated by applying land use -specific trip generation rates to the size of each land use component, and MXD reductions that account for trips remaining within the site (known as trip internalization) and for transit, bicycle, and pedestrian access. MXD Vehicle Trip Reductions The MXD reductions account for the proposed mix of uses, the Specific Plan's location in proximity to the surrounding residential and employment land uses, transit accessibility (including VTA buses on Stevens Creek Boulevard and shuttle access), and bike/pedestrian access. The reductions vary by project alternative as the density and diversity of land uses change. The reductions for the Housing Rich Alternative are presented in Table 2, and are compared to the reductions for the Proposed Project and the Project Alternatives included in the Draft EIR. Table 2: MXD Vehicle Trip Reductions Housing Rich Alternative Evaluated in this Report. Housing Rich Alternative 20% 30% 27% Proposed Project and Alternatives included in the May 2018 TIA and Draft EIR: Proposed Project: General Plan Buildout 17% 23% 24% General Plan Buildout with Maximum 20% 25% 30% Residential Retail and Residential 20% 20% 25% Occupied/Re-tenanted Mall 5% 5% 5% Source: Fehr & Peers, June 2018. Vehicle Trip Estimates Table 3 summarizes the trip generation estimates for the Housing Rich Alternative and compares them to the estimates for the Proposed Project and each of the Project Alternatives included in the DEIR. Attachment A includes detailed trip generation estimates. FEHR,� PEERS 3 Table 3: Summary of Vehicle Trip Generation Estimates Housing Rich Alternative Evaluated in this Report. Housing Rich Alternative 41,314 2,558 3,430 Proposed Project and Alternative included in the May 2018 TIA and Draft EIR: General Plan Buildout with Residential Allocation (Proposed Project) 37,006 2,628 3,218 General Plan Buildout with Maximum Residential Alternative 33,507 2,082 2,632 Retail and Residential Alternative 27,935 1,330 2,251 Occupied/Re-tenanted Mall Alternative 23,417 307 2,398 Source: Hyatt House Hotel TIA, August 2014; ITE Trip Generation Manual, 10th edition, 2017; Fehr & Peers, June 2018. As shown in Table 3, the Housing Rich Alternative generates more vehicle trips than the Proposed Project on a daily and PM peak hour basis, but fewer in the AM peak hour. The trips generated by the Housing Rich Alternative are within approximately 10 percent of those generated by the Proposed Project for the daily, AM peak hour, and PM peak hour. Trip Distribution and Trip Assignment Trip distribution is defined as the directions of approach and departure that vehicles would use to arrive at and depart from the site. The same trip distribution assumptions as shown in Chapter 5 of the May 2018 TIA were applied for the analysis of the Housing Rich Alternative. Attachment B includes the net new project trips assigned to each turning movement by study intersection. City of Cupertino Transportation Impact Fee Nexus Study and Program As part of the City's 2014 General Plan update, the City adopted a policy to implement a Transportation Impact Fee (TIF) to fund transportation improvements necessary to accommodate future development and mitigate its impacts within the City. Transportation Impact Fees currently applicable to the Housing Rich Alternative as well as the Proposed Project and Project Alternatives included in the May 2018 EIR are: - Residential — Multi -Family: $3,700 per unit - Non-residential — Retail: $9.60 per square foot - Non-residential — Office: $16.81 per square foot FEHR� PEERS 4 - Non-residential — Hotel: $3,272 per room - Non-residential — Other: $6,025 per trip TIF fees were calculated for the Housing Rich Alternative. As discussed in the May 2018 TIA, a fee credit was applied to each Project Alternative to account for the existing retail square footage of the mall on the retail portion of each alternative. Table 4 summarizes the TIF amounts for the Housing Rich Alternative along with the fees for the Proposed Project and Project Alternatives evaluated in the DEIR. Table 4: Traffic Impact Fees Housing Rich Alternative Evaluated in this Report. Housing Rich Alternative $44,244,060 Proposed Project and Alternatives included in the May 2018 TIA and Draft EIR: General Plan Buildout with Residential Allocation $40,059,735 General Plan Buildout with Maximum Residential $30,057,735 Retail and Residential Occupied/Re-tenanted Mall $14,942,778 $0' 1. The existing mall is an approved use, and re -occupancy would not require any impact assessment or impact fees. Source: City of Cupertino Transportation Impact Fee Nexus Study, August 2017; Fehr & Peer, March 2018. The TIF have been updated for the Proposed Project and General Plan Buildout with Maximum Residential Alternative to include fees associated with green roof and civic uses, which total an additional $3,336,957 in fees. It should be noted that these fees are presented for informational purposes only and do not affect the transportation impact analysis or conclusions. FEHR� PEERS 5 3. Intersection Level of Service Analysis Level of service calculations were conducted to evaluate the operations of the study intersections under the Housing Rich Alternative for the Existing, Background, and Cumulative scenarios. The results for baseline conditions (i.e. without Housing Rich Alternative) for each analysis scenario are included along with the projected increases in critical delays and critical volume -to -capacity (V/C) ratios. For comparison purposes, the Draft EIR LOS results for the Proposed Project are also presented. Project impacts are identified by comparing the "without Housing Rich Alternative" results to the appropriate "with Housing Rich Alternative" results. Significant impacts are identified based on the impact criteria discussed in Chapter 2 of the May 2018 TIA, which includes changes in the LOS from an acceptable to an unacceptable level or changes in critical delay and critical V/C ratio for intersections operating unacceptably. The LOS results for Existing, Background, and Cumulative conditions are presented and discussed below. The intersection volumes under the with Housing Rich Alternative for Existing, Background, and Cumulative Conditions are shown in Attachment B and the LOS analysis tables are included in Attachment D. The corresponding LOS calculation sheets are included in Attachment C. Existing Conditions Under Existing with the Housing Rich Alternative conditions all intersections operate at acceptable levels except the following intersections under the identified peak period: Intersection #12 — De Anza Boulevard / McClellan Road (Cupertino/LOS D): LOS E during the PM peak hour Intersection #43 — Stevens Creek Boulevard/Stern Avenue (Santa Clara/LOS D): LOS E during the PM peak hour These are the same two intersections that operate at unacceptable levels with the Proposed Project presented in the Draft EIR. The delay increases for these two intersections are less (i.e. better) under the Housing Rich Alternative as compared to the Proposed Project. Each land use type (housing, office, retail, etc.) has different trip distribution patterns; thus, even though the Housing Rich generates more trips in the PM peak hour as compared to the Proposed Project, the Housing Rich Alternative does not necessarily result in higher delays at each intersection. FEHR� PEERS 6 Background Conditions-' Under Background with the Housing Rich Alternative conditions all intersections operate at acceptable levels except the following intersections under the identified peak period: • Intersection #11 — De Anza Boulevard / Stevens Creek Boulevard (Cupertino/LOS E+): LOS E during PM peak hour • Intersection #12 — De Anza Boulevard / McClellan Road (Cupertino/LOS D): LOS E- during PM peak hour • Intersection # 31 — Wolfe Road/Vallco Parkway (Cupertino/LOS D): LOS E during the PM peak hour • Intersection # 32 — Wolfe Road -Miller Avenue/Stevens Creek Boulevard (Cupertino/LOS D): LOS E during the AM and PM peak hours • Intersection # 42 — Stevens Creek Boulevard/Tantau Avenue (Cupertino/LOS D): LOS E+ during the AM peak hour • Intersection #43 — Stevens Creek Boulevard/Stern Avenue (Santa Clara/LOS D): LOS F during the AM and PM peak hours • Intersection #44 — Stevens Creek Boulevard/Calvert Drive (CMP/LOS E): LOS F during the AM and PM peak hours • Intersection # 45 — Stevens Creek Bou levard/Agi lent Driveway (Santa Clara/LOS D): LOS F during the AM peak hour • Intersection # 48 — Lawrence Expressway/Homestead Road (CMP/LOS E): LOS F during the AM and PM peak hours • Intersection # 51 — Lawrence Expressway/Calvert Drive -1-280 Southbound Ramp (CMP/LOS E): LOS F during the AM peak hour • Intersection # 53 — Lawrence Expressway/Bollinger Road (CMP/LOS E): LOS F during the AM and PM peak hours These are the same eleven intersections that are projected to operate at unacceptable levels with the Proposed Project presented in the Draft EIR. However, for the Proposed Project the Lawrence Expressway/Homestead Road intersection (#48) is projected to operate unacceptably in the PM peak hour Background conditions consist of [DESCRIBE]. FEHR,� PEERS 7 only, while with the Housing Rich Alternative it is projected to operate deficiently during both the AM and PM peak hours. Each land use type (housing, office, retail, etc.) has different trip distribution patterns; thus, even though the Housing Rich generates less trips in the AM peak hour as compared to the Proposed Project, the Housing Rich Alternative does not necessarily result in lower delays at each intersection during the morning peak period. Specifically, the trip generation related to the residential land uses are greater for Housing Rich Alternative than the Proposed Project and more residential trips are added to certain corridors per the trip distribution patterns. Cumulative Conditions Under Cumulative with the Housing Rich Alternative conditions all intersections operate at acceptable levels except the following intersections under the identified peak period: • Intersection #2 — Stevens Creek Boulevard/SR 85 Northbound Ramps (Cupertino/LOS D): LOS E+ during the AM peak hour • Intersection #3 — Stevens Creek Boulevard/Stelling Road (Cupertino/LOS E+): LOS E during the PM peak hour • Intersection #4 — Sunnyvale -Saratoga Road / Remington Drive (Sunnyvale/LOS E): LOS F during the AM peak hour • Intersection #5 — Sunnyvale -Saratoga Road / Fremont Avenue (Sunnyvale/LOS E): LOS F during the AM peak hour • Intersection #8 — De Anza Boulevard/Homestead Road (Cupertino/LOS D): LOS E+ during the PM peak hour • Intersection #11 — De Anza Boulevard / Stevens Creek Boulevard (Cupertino/LOS E+): LOS E - during the PM peak hour • Intersection #12 — De Anza Boulevard / McClellan Road (Cupertino/LOS D): LOS E- during the PM peak hour • Intersection #23 — Wolfe Road/Fremont Avenue (Sunnyvale/LOS D): LOS E during the AM and PM peak hours • Intersection #26 — Wolfe Road/Homestead Road (Cupertino/LOS D): LOS E during the PM peak hour • Intersection #31 — Wolfe Road/Vallco Parkway (Cupertino/LOS D): LOS E during the PM peak hour FEHR,� PEERS • Intersection # 32 — Wolfe Road -Miller Avenue/Stevens Creek Boulevard (Cupertino/LOS D): LOS F during the AM and PM peak hours • Intersection # 38 — Tantau Avenue/Homestead Road (Cupertino/LOS D): LOS E+ during the PM peak hour • Intersection #42 — Stevens Creek Boulevard/Tantau Avenue (Cupertino/LOS D): LOS E+ during the AM peak hour • Intersection #43 — Stevens Creek Boulevard/Stern Avenue (Santa Clara/LOS D): LOS F during the AM and PM peak hours • Intersection #44 — Stevens Creek Boulevard/Calvert Drive (CMP/LOS E): LOS F during the AM and PM peak hours • Intersection # 45 — Stevens Creek Bou levard/Ag i lent Driveway (Santa Clara/LOS D): LOS F during the AM peak hour • Intersection # 48 — Lawrence Expressway/Homestead Road (CMP/LOS E): LOS F during the AM and PM peak hours • Intersection #51 — Lawrence Expressway/Calvert Drive -1-280 Southbound Ramp (CMP/LOS E): LOS F operations during the AM and PM peak hours • Intersection # 53 — Lawrence Expressway/Bollinger Road (CMP/LOS E): LOS F during the AM and PM peak hours • Intersection #60 — Stevens Creek Boulevard/Cabot Avenue (Santa Clara/LOS D): LOS E during the PM peak hour • Intersection #66 — Lawrence Expressway/Reed Avenue -Monroe Street (CMP/LOS E): LOS F during the PM peak hour Under Cumulative conditions, two intersections that are projected to operate acceptably with the Proposed Project are projected to operate unacceptably with the Housing Rich Alternative. These are the Stevens Creek Boulevard/Stelling Road (#3) and Tantau Avenue/Homestead Road (#38) intersections. Each land use type (housing, office, retail, etc.) has different trip distribution patterns; thus, even though the Housing Rich generates less trips in the AM peak hour as compared to the Proposed Project, the Housing Rich Alternative does not necessarily result in lower delays at each intersection during the morning peak period. Specifically, the trip generation related to the residential land uses are greater for Housing Rich Alternative than the Proposed Project and more residential trips are added to certain corridors per the trip distribution patterns. FEHR� PEERS 9 4. Freeway Segment Level of Service Analysis Two methods were applied for the freeway segment analysis: • Existing Scenarios: Freeway segments evaluated under the Existing scenarios use VTA's analysis procedure and the LOS results from the 2016 VTA Monitoring and Conformance Report, which is based on the density of the traffic flow that is calculated using methods described in the 2000 HCM. • Background and Cumulative Scenarios: Freeway volume forecasts for Background Without Project Conditions and Cumulative Without Project Conditions were developed using the joint Santa Clara Valley Transportation Authority (VTA) and City/County Association of Governments of San Mateo County (C/CAG) travel demand model (VTA-C/CAG model) that is also being used for the 1-280/W61fe Road Interchange Improvement Project. The future operations of the freeway mainline segments were evaluated using volume -to -capacity ratios (V/Cs), with V/Cs greater than 1.0 indicating vehicle demands exceeding capacity and LOS F operations. Attachment E includes the freeway segment LOS calculation tables for the Housing Rich Alternative under each of the analysis scenarios. Table 5 summarizes the numbers of freeway segments (mixed -flow and HOV) that operate at unacceptable LOS F for each analysis scenario for the baseline scenario (without Project), the Housing Rich Alternative, and the Proposed Project. Table 5: Summary of Deficient (LOS F) Freeway Segments Without Project AM 23 13 24 12 27 17 PM 27 9 34 9 34 17 With Housing Rich AM 23 13 27 13 28 17 Alternative PM 28 9 35 10 37 17 With General Plan Buildout with AM 23 13 27 12 28 17 Residential Allocation PM 28 9 34 11 37 17 (Proposed Project) Notes: 1. AM = morning peak hour, PM = evening peak hour Source: Fehr & Peers, June 2018. FEHR,� PEERS Overall, the results for the Housing Rich Alternative indicate that the same number of segments operate unacceptably as compared to the Proposed Project, with the exception of the Background scenario where one more AM HOV lane segment (1-280 westbound between Foothill Expressway and Magdalena Avenue) and one more PM mixed flow segment (1-880 southbound between The Alameda and N. Bascom Avenue) operate unacceptably. FEHR� PEERS 11 5. Intersection Impacts and Mitigation Measures For each analysis scenario (Existing, Background and Cumulative), impacts for the Housing Rich Alternative are discussed as follows: • Intersections with deficient operations (below applicable LOS threshold) are listed, and impact statements are presented in order of intersection number. • Where possible, feasible physical and/or operational mitigation measures have been identified and are presented. • The effect of proposed of mitigation measures that would widen the roadway or add lanes on bicycle and pedestrian quality of service (QOS) is also described. Impact statements are presented including a reference to the applicable jurisdiction's LOS standard. (The LOS thresholds and criteria applied to the impact assessment are summarized in Chapter 2 of the May 2018 TIA.) The impact discussion includes the following acronyms to delineate the impacts: • "S" is used to identify significant impacts • "LTS" is used if the mitigation measure reduces the impact to a less -than -significant level • "SU" is used for impacts that would remain significant and unavoidable after mitigation is implemented • "SUY is used for impacts that can be mitigated, but are considered significant and unavoidable because they are outside of the City of Cupertino's jurisdiction and the City cannot guarantee that the improvement would be implemented Transportation Demand Management Similar to the Proposed Project the Housing Rich Alternative includes a mix of office, residential, and commercial land uses. The vehicle trip generation estimates presented in Table 3 have been reduced to account for the Specific Plan features that promote multimodal access. In addition, the trip generation rates for the office uses are based "Silicon Valley" trip generation rates, which incorporate the travel behavior of Silicon Valley companies that have higher employee densities and basic Transportation Demand Management (TDM) measures to reduce vehicle trips from the higher employee densities. FEHR� PEERS The Specific Plan will include a TDM requirement to further reduce the number of vehicle trips and severity of roadway system impacts of the Proposed Project and each of the Project Alternatives. The required TDM Plan would reduce the amount of vehicle traffic through a variety of measures and strategies to increase walking, biking, ridesharing, and transit use. Modest vehicle trip reductions beyond those already included in the trip estimates (Table 3) could be accomplished with pro -active TDM measures. Table 6 below summarizes TDM measures that could be included in the Specific Plan to further reduce the vehicle trip generation. This table includes the target users and ranges of potential peak hour trip reduction percentages that could be achieved beyond those already included in the trip estimates based on the land uses of the proposed project and the project alternatives. Table 6 has been refined since the release of the May 2018 TIA/Draft EIR, thought the overall conclusions remain the same. Table 6: Potential TDM Measures TDM Measures All Land Uses Each building manager and/or major tenant will designate a Transportation Coordinator, an individual who is responsible for TDM program implementation, marketing, and updating and coordination with the Cupertino Transportation Management Association. Creating a culture of alternative mode use will enhance the effectiveness of the TDM Plan. Transportation The TDM Coordinator would provide information on Coordinator transit services in lobbies and other common areas as well as at move -in, and real-time transit information via services like TransitScreen. Studies have shown that providing real-time transit information encourages new transit users to try transit and existing transit users to ride transit more frequently. Reduction based on combination of all marketing and promotional strategies. Reduction applies to commute trips only. FEHR,� PEERS 0.5 to 0.25 to 1.0 to 1.0% 0.75% 1.5% Table 6: Potential TDM Measures Each TDM Coordinator will provide information and promotional materials to residents and office Ride -Share employees for carpool services such as Scoop and Marketing and Waze. Information will be provided at move -in and in 0.5 to n/a 0.25 to 1.5 to Promotion building lobbies or other common areas. For the 1.0% 0.5% 2.5% office buildings, preferential parking for carpools and vanpools will be provided. Reduction applies to commute trips only. Maximum parking requirements will help Include maximum parking requirements for all ensure the success of the parking policies Maximum developments to allow for the emergence of a included in the remainder of this table. The Parking market parking where spaces are bought, sold, resulting trip reductions are already Requirements rented, and leased. accounted for in reductions for those parking policies. TDM Measures for Residential Units Parking will be unbundled for residential units such that residents are required to pay for a parking space Unbundled separately from their monthly rent or purchase price. 3.0 to Some residents may choose to limit or reduce their n/a n/a n/a Parking vehicle ownership if parking is an additional cost and 3.5% not included as part of the rent or purchase price. Assumes $125 monthly parking cost for residents. All adult residents will be provided with a VTA SmartPass at move -in. Providing transit incentives and information to residents at move -in can 0.5 to Transit Incentive introduce them to transit which they may then adopt 1.0% for Residents 1. % n/a n/a n/a as their primary commuting mode. Assumes equivalent to $3 subsidy per day. Reduction applies to commute trips only. Residential building management will work with residents to facilitate formation of "walking school buses" and/or "bicycle trains" where parents escort Safe Routes to groups of students as they walk or bicycle to school. School Support Information on routes, meeting points, and points of - n/a n/a n/a Programs contact will be posted in building lobbies and/or common areas. This measure reduces the number of vehicle trips generated by the residential units and by local schools. FEHR� PEERS 14 Table 6: Potential TDM Measures TDM Measures for Office and Retail Employees Only Transit Subsidy Office and commercial tenants will be required (via already incl. in trip for Employees leasing requirements) to provide VTA SmartPasses to n/a n/a generation their employees. estimates Similar to the transit subsidy, office tenants (via leasing requirements) will be required to subsidize Vanpool Subsidy employee vanpools. To qualify for the subsidy, 0.25 to 0.5 to n/a n/a for Employees employees should document that they are using a 0.5% 1.0% vanpool as their primary mode of transportation for the majority of their travel to and from work. Parking spaces will be excluded from office space leases and all tenants/employees will be required to pay for parking on an individual basis. Office tenants Workplace will not be allowed to subsidize parking for their 1.0 to Parking Pricing employees. Implementing workplace parking pricing n/a n/a n/a o 1.5/0 and explicitly charging employees for their parking can dis-incentivize driving. (Parking management will be required to ensure office employees do not park in commercial or residential spaces.) Employee Parking Office tenants (via leasing requirements) will be Cash -out required to give employees a choice of free parking 0.75 to (Alternative to or a cash payment, if employees commit to using a n/a n/a n/a 1.25% Workplace non -drive alone mode of transportation to travel to Parking Pricing) and from work. Office tenants (via leasing requirements) will be Alternative Work encouraged to allow employees to telecommute and Schedules and arrange alternative work schedules by allowing Telecommute staggered starting times, flexible schedules, or n/a n/a n/a 1.0% Programs (Office compressed work weeks to reduce the amount of Employees) traffic generated during the AM and PM peak hours. Assumes 25% of employees participate in 9/80 schedule. Office tenants will develop a Guaranteed Ride Home (GRH) program to provide a free ride home from Guaranteed Ride work in the event of an emergency for their Home Program employees who rideshare, use transit, or bike. This n/a n/a - 0.25% program enables employees to take full advantage of available employer -based TDM measures. Reduction covered under Transportation Coordinator. FEHR� PEERS Table 6: Potential TDM Measures Minimum reduction 4.5% - 0.75% 6.0% Maximum reduction 6.5% - 1.75% 9.0% Notes: -" no available evidence to quantify reduction. "n/a" = not applicable The percent reductions presented in this table represent reasonable ranges that could potentially be achieved and are presented for informational purposes only. Actual reductions achieved depend on the final land use mix and TDM Program requirements. Source: Fehr & Peers, July 2018. The analysis presented in this TIA does not take into consideration any additional TDM reductions that could be achieved through the measures listed in Table 6. The severity of the impacts discussed in this chapter would be reduced through the required TDM Program, but in order to present a conservative analysis, the impacts and mitigation measures do not account for reductions in vehicle trips due to participation in the required TDM program. Existing Plus Project Conditions Attachment D show the delays, LOSS, and changes in critical volume -to -capacity ratio and delay used to identify significant intersection impacts under Existing with Project Conditions for the Housing Rich Alternative. The results for the Proposed Project are also included for comparison purposes. For the Housing Rich Alternative, the results of the LOS calculations indicate that all study intersections would operate at acceptable service levels, with the following exceptions: Intersection #12 — De Anza Boulevard / McClellan Road (Cupertino/LOS D): the addition of project traffic would exacerbate unacceptable LOS E operations during the PM peak hour. Intersection #43 — Stevens Creek Boulevard/Stern Avenue (Santa Clara/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D to unacceptable LOS E during the PM peak hour. Intersections with Significant Impacts Table 7 provides a summary of the significant intersection impacts under Existing with the Housing Rich Alternative and the Proposed Project. FEHR� PEERS 16 Table 7: Existing with Project Intersection Impact Summary' De Anza Boulevard / AM O O �Z McClellan Road D PM ■ ■ Stevens Creek AM O O 43 Boulevard/Stern Avenue D PM ■ ■ Notes: 1. Intersection impacts based on delays, LOS results, and changes in critical volume -to -capacity ratio and delay as presented Attachment D and the applicable LOS thresholds and impact criteria described in Chapter 2 of the May 2018 TIA. 2. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 3. AM = morning peak hour, PM = evening peak hour. 0= acceptable service levels, no mitigation discussion required. ❑ = Less -Than -Significant Impact, no mitigation required. ■ = Significant impact, mitigation required. Source: Fehr & Peers, June 2018. Each of the intersections identified to have a significant impact with the Housing Rich Alternative were also identified to have a significant impact with the Proposed Project under Existing with Project Conditions. Mitigation Measure Discussion Impacts and potential mitigation measures for the Housing Rich Alternative are discussed below. Attachment F contains the corresponding calculation sheets. Attachment G shows the bicycle and pedestrian QOS results for proposed mitigation measures that are feasible. Transportation Demand Management (TDM) Monitoring Program. The Housing Rich Alternative has several intersection and freeway impacts that cannot be reduced to less -than -significant levels through implementation of physical roadway improvements. (S: Proposed Housing Rich Alternative) To reduce the severity of impacts, the Housing Rich Alternative will be required to have a TDM program that includes a trip cap that is based on the goal of achieving a districtwide mode split target of not more than 45 percent of employees driving alone. As part of the TDM Program, the City will require future development to implement the Specific Plan's TDM Monitoring Program to ensure that the TDM reduction goals are achieved. If future development is not able to meet the identified TDM goal, then the City would collect penalties, as specified the Specific Plan's TDM Monitoring Program. The TDM program is expected to reduce the severity of impacts, although not necessarily to a less - than -significant level; therefore, the identified significant and unavoidable intersection and freeway FEHR� PEERS 17 impacts would remain significant and unavoidable. SU With Mitigation: Housing Rich Alternative) De Anza Boulevard / McClellan Road (Intersection #12): The Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds based on City of Cupertino impact criteria during the PM peak hour. (S: Housing Rich Alternative) As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require aligning this offset intersection and converting the shared left-turn/through lane on the eastbound approach of McClellan Road to a dedicated through lane (for a total of one left -turn lane, one through lane, and one right -turn lane). This would allow converting the phasing on the east -west approaches from split phasing to protected left -turn phasing. This improvement is included in the City's TIF Program. Table 8 summarizes the Existing LOS without and with this mitigation measure for the Housing Rich Alternative. The Draft EIR results for the Proposed Project are presented for comparison purposes. To mitigate this impact, future development projects would be required to pay the applicable TIF amounts as estimated in Table 4. However, because the TIF improvements are not fully funded and the timing of implementation is not known at this time, the impact is considered significant and unavoidable. (SU: Proposed Project). Table 8: Existing with Project Mitigated LOS at De Anza Boulevard/McClellan Road (#12) Housing Rich Alternative D AM 36.4 D+ 36.1 D+ 34.8 C- LTS PM 64.2 E 67.7 E 63.5 E Proposed Project AM 36.4 D+ 36.0 D+ 34.6 C_ (General Plan Buildout with D LTS Residential Allocation) PM 64.2 E 68.8 E 64.5 E Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. FEHR� PEERS 18 Mitigation measures that would change the roadway geometry or signal operations have potential secondary effects on pedestrian and bicycle travel. Mitigation measures are evaluated to determine their effects on the QOS for bicyclists and pedestrians. The pedestrian QOS score at this intersection is 3, both without and with the mitigation measure. The bicycle QOS score is 4, both without and with the mitigation measure, denoting that most cyclists find it uncomfortable crossing the intersection. There are no right -turn lanes on De Anza Boulevard so bicycles that continue straight could conflict with the right -turning vehicles. The mitigation measure would not change roadway geometry, pedestrian facility, or bicycle facility; thus, the pedestrian and bicycle QOS score remain the same without and with the proposed mitigation measure. Stevens Creek Boulevard/Stern Avenue (Intersection #43): The Housing Rich Alternative would cause the Stevens Creek Boulevard/Stern Avenue intersection to operate at an unacceptable level (change from LOS D to LOS E) during the PM peak hour based on City of Santa Clara's impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate intersection operations include providing three through lanes and a dedicated right -turn in both the eastbound and westbound directions on Stevens Creek Boulevard. Similar to the Proposed Project, while intersection delay would improve under the Housing Rich Alternative, the intersection would continue to operate unacceptably at LOS E+ and the impact would remain significant and unavoidable. There are right-of-way constraints that limit the feasibility of the mitigation measure. A dedicated right -turn lane, through lane, and a bike lane would require a minimum width of 25 feet. The available widths between the number two through lane and the curb are about 18 feet in the eastbound direction and 20 feet in the westbound direction. Thus, the mitigation measure would not be feasible and the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). Background Plus Project Conditions Attachment D shows the delays, LOSS, and changes in critical volume -to -capacity ratio and delay used to identify significant intersection impacts under Background with Project Conditions. The results indicate that all study intersections would operate at acceptable service levels, with the following exceptions: • Intersection #11 — De Anza Boulevard/Stevens Creek Boulevard (Cupertino/LOS E+): the addition of project traffic would degrade intersection operations from acceptable LOS D to unacceptable LOS E during the PM peak hour. FEHR� PEERS • Intersection #12 — De Anza Boulevard/McClellan Road (Cupertino/LOS D): the addition of project traffic would exacerbate unacceptable LOS E operations during the PM peak hour. • Intersection # 31 — Wolfe Road/Vallco Parkway (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D to unacceptable LOS E during the PM peak hour. • Intersection # 32 — Wolfe Road -Miller Avenue/Stevens Creek Boulevard (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D to unacceptable LOS E during the AM and PM peak hours. • Intersection # 42 — Stevens Creek Boulevard/Tantau Avenue (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D to unacceptable LOS E+ during the AM peak hour. • Intersection #43 — Stevens Creek Boulevard/Stern Avenue (Santa Clara/LOS D): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM and PM peak hours. • Intersection #44 — Stevens Creek Boulevard/Calvert Drive (CMP/LOS E): During the AM and PM peak hours, the addition of project traffic would exacerbate unacceptable LOS F operations. • Intersection # 45 — Stevens Creek Boulevard/Agilent Driveway (Santa Clara/LOS D): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM peak hour. • Intersection # 48 — Lawrence Expressway/Homestead Road (CMP/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM and PM peak hours. • Intersection # 51 — Lawrence Expressway/Calvert Drive -1-280 Southbound Ramp (CMP/LOS E): the addition of project traffic would degrade intersection operations from acceptable LOS E - to unacceptable LOS F during the AM peak hour. • Intersection # 53 — Lawrence Expressway/Bollinger Road (CMP/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM and PM peak hours. Intersections with Significant Impacts Table 9 provides a summary of the significant intersection impacts under Background with Project conditions for the Proposed Project and the Housing Rich Alternative. Each of the intersections identified to have a significant impact under the Housing Rich Alternative were also identified to have a significant under the Proposed Project, with the exception of the following location: FEHR� PEERS 20 • Intersection #48 — Lawrence Expressway/Homestead Road (CMP/LOS E): The Housing Rich Alternative is projected to have a significant impact both under the AM and PM peak hours, while the impact for the Proposed Project was projected in the May 2018 TIA to have a significant impact only during the PM peak hour (i.e. impact for the Proposed Project was less -than - significant during the AM peak hour). Table 9: Background with Project Intersection Impact Summary' Notes: 1. Intersection impacts based on delays, LOS results, and changes in critical volume -to -capacity ratio and delay as presented in Attachment D and the applicable LOS thresholds and impact criteria described in Chapter 2 of the May 2018 TIA. 2. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 3. AM = morning peak hour, PM = evening peak hour. 0= acceptable service levels, no mitigation discussion required. ❑ = Less -Than -Significant Impact, no mitigation required. ■ = Significant impact, mitigation required. Source: Fehr & Peers, June 2018. FEHR� PEERS 21 De Anza Boulevard / AM O O 11 Stevens Creek Boulevard E+ PM ■ ■ De Anza Boulevard / AM O O 12 McClellan Road D PM ■ ■ Wolfe Road/ AM O O 31 Vallco Parkway D PM ■ ■ Wolfe Road Avenue/ AM ■ ■ 32 Stevens Creek Boulevard D PM ■ ■ Stevens Creek Boulevard AM ■ ■ 42 / Tantau Avenue D PM O O Stevens Creek AM ■ ■ 43 Boulevard/ Stern Avenue D PM ■ ■ Stevens Creek AM ■ ■ 44 Boulevard/ Calvert Drive E PM ■ ■ Stevens Creek Boulevard AM ■ ■ 45 / Agilent Driveway D PM O O Lawrence Expressway/ AM ❑ ■ 48 Homestead Road E PM ■ ■ Lawrence Expressway/ AM ■ ■ 51 Calvert Drive D PM O O Lawrence Expressway/ AM ■ ■ 53 Bollinger Road E PM ■ ■ Notes: 1. Intersection impacts based on delays, LOS results, and changes in critical volume -to -capacity ratio and delay as presented in Attachment D and the applicable LOS thresholds and impact criteria described in Chapter 2 of the May 2018 TIA. 2. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 3. AM = morning peak hour, PM = evening peak hour. 0= acceptable service levels, no mitigation discussion required. ❑ = Less -Than -Significant Impact, no mitigation required. ■ = Significant impact, mitigation required. Source: Fehr & Peers, June 2018. FEHR� PEERS 21 Mitigation Measure Discussion Impacts and potential mitigation measures for the Housing Rich Alternative are discussed below. Attachment F contains the corresponding calculation sheets. Attachment G shows the bicycle and pedestrian QOS results for proposed mitigation measures that are feasible. De Anza Boulevard/Stevens Creek Boulevard (Intersection #11): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D to unacceptable LOS E during the PM peak hour and have a significant impact based on the City of Cupertino's impact criteria. (S: Housing Rich Alternative). The City's TIF Program identifies the restriping of the westbound approach on Stevens Creek Boulevard to provide for a separate right -turn lane. However, with the implementation of the Class IV bike lanes on Stevens Creek Boulevard the outside through lane will be converted to a dedicated right -turn lane. As discussed for the Proposed Project in the May 2018 TIA, the improvement required to mitigate the impact is the widening of the eastbound and westbound approaches on Stevens Creek Boulevard to provide for three through lanes (for a total of two left -turn lanes, three through lanes, a right -turn lane, and a bike lane). This would be accomplished by widening Stevens Creek Boulevard for about 150 feet from the intersection to provide a right -turn pocket in each direction. However, there are right-of-way constraints that limit the feasibility of the mitigation measure. The added through lanes would require an additional 10 to 11 feet of right-of-way in each direction. Further, this mitigation measure would increase the pedestrian crossing distance on an already very wide intersection and would likely have secondary effects on pedestrian travel. Thus, according to General Plan Policy M-3.4, which strives to preserve and enhance citywide pedestrian and bicycle connectivity by limiting street widening purely for automobiles to improve traffic flow, the proposed improvement is not feasible, and the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). De Anza Boulevard/McClellan Road (Intersection #12): The Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds based on City of Cupertino impact criteria during the PM peak hour. (S: Housing Rich Alternative). As discussed under Existing Conditions, improvements to mitigate the impact would require aligning this offset intersection, converting the shared left-turn/through lane on the eastbound approach of McClellan Road to a dedicated through lane, and converting the phasing on the east - west approaches from split phasing to protected left -turn phasing. This improvement is included in the City's TIF Program. Table 10 summarizes the Background LOS without and with the mitigation FEHR� PEERS 22 measure. While the mitigation measure would not improve operations to an acceptable service level (LOS D) in the PM peak hour, it would improve the average intersection delay to better than under Background Without Project Conditions and is considered to mitigate the LOS impact to a less -than -significant level. Future development would be required to pay Traffic Impact Fees as shown in Table 4 to mitigate the impact. However, since the TIF improvements are not fully funded and timing of the implementation are unknown, the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). Table 10: Background with Project Mitigated LOS at De Anza Boulevard/ McClellan Road (#12) Proposed Project AM 36.2 D+ 36.6 D+ 35.4 D+ (General Plan Buildout with D LTS Residential Allocation) PM 71.4 E 78.0 E 69.0 E Housing Rich Alternative D AM 36.2 D+ 36.5 D+ 35.3 D+ LTS PM 71.4 E 76.5 E- 67.4 E Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. Mitigation measures that would change the roadway geometry or signal operations have potential secondary effects on pedestrian and bicycle travel which were evaluated with pedestrian and bicycle QOS analysis. This mitigation measure would increase the distance for pedestrians crossing Pacifica Avenue but would not substantially reduce the level of comfort. The pedestrian QOS score is 3 both without and with the mitigation measure, denoting a facility that is uninviting but not entirely uncomfortable for most pedestrians due to high travel speeds and wide crossings at certain approaches. Thus, the proposed mitigation measure would not change the pedestrian QOS score. FEHR� PEERS 23 The QOS score for bicyclists is 4 without and with the mitigation measure, indicating that most cyclists would feel unsafe crossing the intersection due to the offset configuration of the eastbound and westbound approaches and conflict between right -turn vehicles and through bicycles on De Anza Boulevard. However, since the proposed mitigation measure does not change the lane geometries, the bicycle QOS score remains unchanged. Wolfe Road/Vallco Parkway (Intersection #31): The Housing Rich Alternative would cause the Wolfe Road/Vallco Parkway intersection to operate at an unacceptable level (change from LOS D to LOS E) during the PM peak hour and would have a significant impact based City of Cupertino's impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing an overlap phase for the westbound right -turn movement, which would provide a green right -turn arrow while the southbound left -turn movement has its green phase. Southbound U-turns on Wolfe Road would be prohibited. Providing a westbound overlap phase could have secondary impacts, since southbound vehicles wanting to travel northbound would have to travel to the Stevens Creek Boulevard/Wolfe Road intersection and make a U-turn to access northbound Wolfe Road. Field observations were conducted to determine the existing percentage of vehicles making U-turns at these intersections. The field data was used to estimate the impact of diverting U-turns from Vallco Parkway to Stevens Creek Boulevard. The LOS results show that the Stevens Creek Boulevard/Wolfe Road intersection would operate unacceptably without or with the additional U-turns. The project impact would be reduced to a less -than -significant level. Table 11 summarizes the LOS with the mitigation measure. (LTS: Housing Rich Alternative). The mitigation measure would not change roadway geometry, pedestrian facility, or bicycle facility; thus, the pedestrian and bicycle QOS scores remain the same without and with the proposed mitigation measure: the pedestrian QOS score is 3.5 and the bicycle QOS score is 3. Cyclists can cross the intersection with moderate level of comfort, although some conflicts might occur. At the northbound approach, through bicyclists and right -turn vehicles would conflict since there is no dedicated right -turn lane. FEHR� PEERS 24 Table 11: Background with Project Mitigated LOS at Wolfe Road/Vallco Parkway (#31) Proposed Project AM 24.6 C 31.5 C 30.3 C (General Plan Buildout with D PM 36.6 D+ 66.8 E 49.2 D LTS Residential Allocation) Housing Rich Alternative D AM 24.6 C 35.1 D+ 33.6 C- LTS PM 36.6 D+ 68.6 E 48.8 D Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. Wolfe Road -Miller Avenue/Stevens Creek Boulevard (Intersection #32): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D- to unacceptable LOS E during the AM and PM peak hours and have a significant impact based on the City of Cupertino's impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a second southbound left -turn lane on Wolfe Road and providing a third through lane on both the eastbound and westbound approaches on Stevens Creek Boulevard. However, there are right-of-way constraints that limit the feasibility of this mitigation measure. For the southbound approach on Wolfe Road, the additional left -turn lane would shift the southbound through lanes to the west by approximately ten feet. With this shift the through lanes would no longer align with the receiving lanes on Miller Avenue. For Stevens Creek Boulevard, there is no right-of-way to accommodate additional through lanes with the implementation of the proposed Class IV bike lanes. Thus, according to General Plan Policy M-3.1 (Adopt and maintain Bicycle and Pedestrian Master Plan) and M-3.4 (Limit street widening purely for automobiles as a means of improving traffic flow), the proposed mitigation measure is not feasible and the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). FEHR� PEERS 25 Stevens Creek Boulevard/Tantau Avenue (Intersection #42): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D to unacceptable LOS E+ during the AM peak hour and have a significant impact based on the City of Cupertino's impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a northbound left -turn lane (for a total of one left -turn lane and one shared through/right-turn lane). This would allow converting the phasing on the north -south approaches from split phasing to protected left -turn phasing. This improvement is included in the City's TIF Program. Table 12 summarizes the Background LOS without and with the mitigation measure. To mitigate this impact, future development projects would be required to pay the applicable TIF amounts as estimated in Table 4. However, because the TIF improvements are not fully funded and the timing of implementation is not known at this time, the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). Table 12: Background with Project Mitigated LOS at Stevens Creek Boulevard/ Tantau Avenue (#42) Proposed Project AM 48.6 D 58.1 E+ 47.5 D (General Plan Buildout with D PM 45.9 D 49.6 D 45.9 D LTS Residential Allocation) Housing Rich Alternative D AM 48.6 D 55.2 E+ 51.0 D LTS PM 45.9 D 49.1 D 39.0 D Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. The pedestrian QOS score is 3.3, both without and with the mitigation measure. The mitigation measure would increase the crossing distance on Tantau Avenue from a two-lane to three -lane width, which would result in a slight reduction of the level of comfort for walking, but this would FEHR� PEERS 26 not affect QOS score of the intersection. The mitigation would not change bicycle QOS score of 2.8, which denotes that cyclists can cross the intersection with moderate level of comfort. Adding a northbound left -turn lane does not affect bicycle travel on Tantau Avenue as the conflict is managed by the north -south protected left -turn phasing. Stevens Creek Boulevard/Stern Avenue (Intersection #43): The Housing Rich Alternative would exacerbate unacceptable operations during the AM and PM peak hours and meet Santa Clara impact thresholds. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing three through lanes and a dedicated right -turn in both the eastbound and westbound directions on Stevens Creek Boulevard. While intersection delay would improve, the intersection would continue to operate unacceptably at LOS F and the impact would remain significant and unavoidable. In addition, there are right-of-way constraints that limit the feasibility of the mitigation measure. A dedicated right -turn lane, through lane, and a bike lane would require a minimum width of 25 feet. The current widths between the number two through lane and the curb is about 18 feet in the eastbound direction and 20 feet in the westbound direction. Thus, the mitigation measure would not be feasible and the impact is considered significant and unavoidable. As discussed for the Proposed Project in the May 2018 TIA, the level of service analysis for the intersections on Steven Creek Boulevard at Stern Avenue, Calvert Drive, and Agilent Driveway (Intersections #43, #44, and #45) retain existing traffic signal timings per City of Santa Clara guidelines. It is likely that the City will modify the timings as the traffic volumes change which will improve intersection operations. It is recommended that as a secondary mitigation measure the future Specific Plan development contribute their fair -share to a traffic signal timing study, including identification and installation of possible ITS improvements to improve efficiency of intersection operations along the Stevens Creek Boulevard corridor between Stern Avenue and the Agilent driveway. The impact would remain significant and unavoidable, because the ultimate effectiveness of the improvements is unknown (i.e. will be determined through the signal timing study); in addition, since the intersections are outside of the City of Cupertino's jurisdiction, the City cannot guarantee implementation of the signal timing study recommendations. (SU: Housing Rich Alternative). Stevens Creek Boulevard/Calvert Drive (Intersection #44): The Housing Rich Alternative would exacerbate unacceptable operations during the AM and PM peak hours and meet VTA impact thresholds. (S: Housing Rich Alternative). FEHR,� PEERS 27 As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a second eastbound right -turn lane from Stevens Creek Boulevard onto Calvert Drive. The added right -turn lane would improve intersection operations to LOS E during the PM peak hour. During the AM peak hour, the intersection would continue to operate unacceptably with minimal reductions to the intersection delay. Right-of-way constraints render a second right - turn lane infeasible: less than 7 feet are available between the fence and curb on the south side of Steven Creek and a minimum of 11 feet are needed. In addition, the double right -turn lanes would have secondary impacts on pedestrian travel, even with implementation of "no right -turn on red." The double right -turn lanes would increase the chance of multiple threat collisions, where a pedestrian enters the traffic lane in front of a stopped vehicle in the outside lane and is struck by another vehicle in the inside turn lane because the stopped vehicle blocks the line of sight between the pedestrian and the driver of the striking vehicle. As discussed in the mitigation discussion for the Stevens Creek Boulevard/Stern Avenue intersection (#43), the level of service analysis for the intersections on Steven Creek Boulevard at Stern Avenue, Calvert Drive, and Agilent Driveway (Intersections #43, #44, and #45) retain existing traffic signal timings per City of Santa Clara guidelines. It is recommended that as a secondary mitigation measure the future Specific Plan development contribute their fair -share to a traffic signal timing study, including identification and installation of possible ITS improvements to improve efficiency of intersection operations, along the Stevens Creek Boulevard corridor between Stern Avenue and the Agilent driveway. The impact would remain significant and unavoidable, because the ultimate effectiveness of the improvements is unknown (i.e. will be determined through the signal timing study); in addition, since the intersections are outside of the City of Cupertino's jurisdiction, the City cannot guarantee implementation of the signal timing study recommendations. (SU: Housing Rich Alternative). Stevens Creek Boulevard/Agilent Driveway (Intersection #45): During the AM peak hour the Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds based on Santa Clara impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate intersection operations include converting the westbound shared through/right-turn lane into a dedicated through lane and right -turn lane (for a total of one left -turn lane, four through lanes, and one right - turn lane on the westbound approach). While intersection delay would improve, the intersection would continue to operate unacceptably at LOS F with delays greater than under Background Without Project Conditions and the impact would remain significant and unavoidable. FEHR� PEERS 28 There are right-of-way constraints that limit the feasibility of this mitigation measure. A dedicated right -turn lane and through lane would require a minimum width of 20 feet. The available width between the westbound bike lane and curb is about 16 feet (i.e. the width of the current shared through/right-turn lane). Thus, the mitigation measure would not be feasible and the impact is considered significant and unavoidable. As discussed in the mitigation discussion for the Stevens Creek Boulevard/Stern Avenue intersection (#43), the level of service analysis for the intersections on Steven Creek Boulevard at Stern Avenue, Calvert Drive, and Agilent Driveway (Intersections #43, #44, and #45) retain existing traffic signal timings per City of Santa Clara guidelines. It is recommended that as a secondary mitigation measure the future Specific Plan development contribute their fair -share to a traffic signal timing study, including identification and installation of possible ITS improvements to improve efficiency of intersection operations, along the Stevens Creek Boulevard corridor between Stern Avenue and the Agilent driveway. The impact would remain significant and unavoidable, because the ultimate effectiveness of the improvements is unknown (i.e. will be determined through the signal timing study); in addition, since the intersections are outside of the City of Cupertino's jurisdiction, the City cannot guarantee implementation of the signal timing study recommendations. (SU: Housing Rich Alternative). Lawrence Expressway/Homestead Road (Intersection #48): The Housing Rich Alternative would exacerbate unacceptable operations during the AM and PM peak hours and meet impact thresholds based on VTA impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, Santa Clara County's Expressway Plan 2040 Study identifies an interim (near-term) improvement at this location. The improvement includes the addition of an eastbound through lane on Homestead Road. With this mitigation measure, intersection operations would improve, but the intersection would continue to operate at LOS F with delays greater than the Background Without Project scenario as shown in Table 13. The ultimate improvement identified by the County's Expressway Plan 2040 is to grade -separate the intersection. However, that is a long-term improvement that would not be implemented within the next ten years and the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). The pedestrian QOS score is 4, both without and with the mitigation measure. The Lawrence Expressway/Homestead Road intersection has long crossing distance of over six -lane wide on all approaches, which causes inconvenience for pedestrians with low walking speed. The mitigation measure would further increase the distance for pedestrians crossing Homestead Road, though the QOS score would remain at 4, the lowest QOS score. The bicycle QOS score is 4, both without and FEHR� PEERS 29 with the mitigation measure. The intersection has right -turn slip lanes at all four approaches, but only the eastbound approach has clearly delineated bike lanes for through bicyclists, so conflicts could occur between the right -turn vehicles and through bicycles on the remaining three approaches. Table 13: Background with Project Mitigated LOS at Lawrence Expressway/ Homestead Road (#48) Proposed Project AM 89.3 F 91.8 F 91.7 F (General Plan Buildout with E SU Residential Allocation) PM 83.6 F 88.5 F 84.8 F Housing Rich Alternative E AM 89.3 F 92.4 F 92.3 F SU PM 83.6 F 88.9 F 85.3 F Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. S. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. Lawrence Expressway/Calvert Drive -1-280 Southbound Ramp (Intersection #51): The Housing Rich Alternative would degrade intersection operations from acceptable LOS E- to unacceptable LOS F during the AM peak hour and have a significant impact based on the VTA impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a fourth northbound through lane on Lawrence Expressway. This would require four receiving lanes north of Calvert Drive -1-280 Southbound Ramps. With this improvement the intersection would operate at acceptable LOS E or better, as summarized in Table 14. FEHR� PEERS 30 Table 14: Background with Project Mitigated LOS at Lawrence Expressway/ Calvert Drive - 1 -280 Southbound Ramp (#51) Proposed Project AM 76.3 E- 81.8 F 32.1 C_ (General Plan Buildout with E LTS Residential Allocation) PM 79.7 E- 79.9 E- 79.2 E- Housing Rich Alternative E AM 76.3 E- 80.3 F 32.1 C- LTS PM 79.7 E- 79.9 E- 79.2 E - Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. The widening of Lawrence Expressway from three to four lanes per direction between Moorpark Avenue to south of Calvert Drive is included in the VTP 2040 as a constrained project (VTP 2040 Project# X10). However, the VTP 2040 does not include widening of Lawrence Expressway at or north of Calvert Drive. The fourth northbound through lane could potentially be provided with an added receiving lane that would connect directly to the off -ramp to Stevens Creek Boulevard (also known as "trap" lane), just north of the 1-280 overcrossing. The City should coordinate with the County of Santa Clara and Caltrans to determine if a fourth through lane could be provided. Future development shall be required to pay a fair -share contribution if the improvement is feasible. The impact would remain significant and unavoidable, because the feasibility of the improvement is yet to be determined, and because the intersection is within the responsibility and jurisdiction of another agency and the City cannot guarantee that it would be constructed. (SU: Housing Rich Alternative). The pedestrian QOS score was not calculated for this improvement because there are no pedestrian facilities at this intersection. The bicycle QOS score is 4, both without and with the mitigation, denoting that most cyclists would find it uncomfortable navigating through the intersection. The main reason of discomfort is that, the right -turn slip lanes on Lawrence Expressway allow high- FEHR� PEERS 31 speed right -turn for vehicles. However, the mitigation measure would not further degrade bicycle QOS. Lawrence Expressway/Bollinger Road (Intersection #53): The Housing Rich Alternative would exacerbate unacceptable operations during the AM and PM peak hours and meet impact thresholds based on VTA impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a fourth northbound through lane (for the PM peak hour impact) and fourth southbound through lane (for the AM peak hour impact) on Lawrence Expressway. The widening of Lawrence Expressway from three to four lanes per direction between Moorpark Avenue to south of Calvert Drive is included in the VTP 2040 as a constrained project (VTP 2040 Project# X10). This VTA project also includes the provision of an additional westbound through lane on Moorpark Avenue. Assuming that both the northbound and southbound approaches would be modified to accommodate four through lanes, the intersection would operate at or better than acceptable LOS E, as shown in Table 15. Future development at the Specific Plan shall be required to pay a fair -share to VTP Project# X10. The impact would remain significant and unavoidable, because the intersection is outside of the City of Cupertino's jurisdiction, the City cannot guarantee that it would be constructed. (SUJ: Housing Rich Alternative). Table 15: Background with Project Mitigated LOS at Lawrence Expressway/ Bollinger Road -Moorpark Avenue (#53) Proposed Project AM 104.8 F 117.7 F 69.5 E (General Plan Buildout with E LTS Residential Allocation) PM 87.4 F 94.1 F 55.7 E+ Housing Rich Alternative E AM 104.8 F 113.6 F 66.8 E LTS PM 87.4 F 92.7 F 55.3 E+ Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. FEHR� PEERS 32 The pedestrian QOS score is 4, both without and with the mitigation measure. The Lawrence Expressway/Bollinger Road intersection has long crossing distance of over six -lane wide on all approaches, which causes inconvenience for pedestrians with low walking speed. The mitigation measure would further increase the distance for pedestrians crossing Lawrence Expressway, though the QOS score would remain at 4, the lowest QOS score. The bicycle QOS score is 4, both without and with the mitigation, denoting that most cyclists would find it uncomfortable navigating through the intersection. The main reason of discomfort is that the right -turn slip lanes on Lawrence Expressway allow high-speed right -turn for vehicles. However, the mitigation measure would not further degrade bicycle QOS. Cumulative Plus Project Conditions Attachment D show the delays, LOSS, and changes in critical volume -to -capacity ratio and delay used to identify significant intersection impacts under Cumulative with Project Conditions for the Housing Rich Alternative. The results for the Proposed Project are also included for comparison purposes. For the Housing Rich Alternative, the results of the LOS calculations indicate that all study intersections would operate at acceptable service levels, with the following exceptions: • Intersection #2— Stevens Creek Boulevard/SR 85 Northbound Ramps (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D- to unacceptable LOS E+ during the AM peak hour. • Intersection #3— Stevens Creek Boulevard/Stelling Road (Cupertino/LOS E+): the addition of project traffic would degrade intersection operations from acceptable LOS D- to unacceptable LOS E during the PM peak hour. This intersection was projected to operate at acceptable levels under the Proposed Project and the three Project Alternatives evaluated in the May 2018 TIA. • Intersection #4 — Sunnyvale -Saratoga Road/Remington Drive (Sunnyvale/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM hour. • Intersection #5 — Sunnyvale -Saratoga Road/Fremont Avenue (Sunnyvale/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM hour. • Intersection #8 — De Anza Boulevard/Homestead Road (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D- to unacceptable LOS E+ during the PM peak hour. • Intersection #11 — De Anza Boulevard/Stevens Creek Boulevard (Cupertino/LOS E+): the addition of project traffic would degrade intersection operations from acceptable LOS D- to unacceptable LOS E- during the PM peak hour. FEHR� PEERS • Intersection #12 — De Anza Boulevard/McClellan Road (Cupertino/LOS D): the addition of project traffic would exacerbate unacceptable LOS E operations during the PM peak hour. • Intersection #23 — Wolfe Road/Fremont Avenue (Sunnyvale/LOS D): the addition of project traffic would exacerbate unacceptable LOS E operations during the AM and PM peak hours. • Intersection #26 — Wolfe Road/Homestead Road (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D- to unacceptable LOS E during the PM peak hour. • Intersection #31 — Wolfe Road/Nallco Parkway (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D+ to unacceptable LOS E during the PM peak hour. • Intersection #32 — Wolfe Road -Miller Avenue/Stevens Creek Boulevard (Cupertino/LOS D): the addition of project traffic would exacerbate unacceptable LOS E operations during the AM and PM peak hours. • Intersection # 38 — Tantau Avenue/Homestead Road (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D- to unacceptable LOS E+ during the PM peak hour. This intersection was projected to operate at acceptable levels under the Proposed Project, the General Plan Buildout with Maximum Residential, and Occupied/Re-tenanted Mall Alternative in the May 2018 TIA. The intersection was projected to operate unacceptably for the Retail/Residential Alternative in the May 2018 TIA. • Intersection #42 — Stevens Creek Boulevard/Tantau Avenue (Cupertino/LOS D): the addition of project traffic would degrade intersection operations from acceptable LOS D to unacceptable LOS E+ during the AM peak hour. • Intersection #43 — Stevens Creek Boulevard/Stern Avenue (Santa Clara/LOS D): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM and PM peak hours. • Intersection #44 — Stevens Creek Boulevard/Calvert Drive (CMP/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM and PM peak hours. • Intersection #45 — Stevens Creek Boulevard/Agilent Driveway (Santa Clara/LOS D): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM peak hour. FEHR,� PEERS 34 • Intersection #48 — Lawrence Expressway/Homestead Road (CMP/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM and PM peak hours. • Intersection #51 — Lawrence Expressway/Calvert Drive -1-280 Southbound Ramp (CMP/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM and PM peak hours. • Intersection #53 — Lawrence Expressway/Bollinger Road (CMP/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the AM and PM peak hours. • Intersection #60 — Stevens Creek Boulevard/Cabot Avenue (Santa Clara/LOS D): the addition of project traffic would exacerbate unacceptable LOS E operations during the PM peak hour. • Intersection #66 — Lawrence Expressway/Reed Avenue -Monroe Street (CMP/LOS E): the addition of project traffic would exacerbate unacceptable LOS F operations during the PM peak hour. The impacts are less -than -significant at the following intersections, because the addition of project traffic would not increase the critical delay by more than four seconds and the V/C ratio is not projected to increase by more than 0.01: • Intersection #4 — Sunnyvale -Saratoga Road/Remington Drive (Sunnyvale/LOS E) • Intersection #5 — Sunnyvale -Saratoga Road/Fremont Avenue (Sunnyvale/LOS E) • Intersection #12 — De Anza Boulevard / McClellan Road (Cupertino/LOS D) • Intersection #23 — Wolfe Road/Fremont Avenue (Sunnyvale/LOS D): LTS during the AM peak hour (significant during the PM peak hour). • Intersection #51 — Lawrence Expressway/Calvert Drive -1-280 Southbound Ramp (CMP/LOS E): LTS during the PM peak hour (significant during the AM peak hour). Intersections with Significant Impacts Table 16 provides a summary of the significant intersection impacts under Cumulative with Project conditions for the Proposed Project and the Housing Rich Alternative. FEHR� PEERS 35 Table 16: Cumulative with Project Intersection Impact Summary' FEHR� PEERS Stevens Creek Boulevard/ AM ■ ■ Z SR 85 NB Ramps D PM O O Stevens Creek Boulevard/ AM O O 3 Stelling Road E+ PM O ■ Sunnyvale -Saratoga Road AM ❑ ❑ 4 / Remington Drive E PM O O Sunnyvale -Saratoga Road AM ❑ ❑ 5 / Fremont Avenue E PM O O De Anza Boulevard/ AM O O 8 Homestead Road D PM ■ ■ De Anza Boulevard / AM O O 11 Stevens Creek Boulevard E+ PM ■ ■ De Anza Boulevard / AM O O 12 McClellan Road D PM ■ ■ Wolfe Road/ AM 1:1 1123 Fremont Avenue D PM ■ ■ Wolfe Road/ AM O O 26 Homestead Road D PM ■ ■ Wolfe Road/ AM O O 31 Vallco Parkway D PM ■ ■ Wolfe Road Avenue/ AM ■ ■ 32 Stevens Creek Boulevard D PM ■ ■ Homestead Road/ AM O O 38 Tantau Avenue D PM O ■ Stevens Creek Boulevard / AM ■ ■ 42 Tantau Avenue D PM O O Stevens Creek Boulevard/ AM ■ ■ 43 Stern Avenue D PM ■ ■ Stevens Creek Boulevard/ AM ■ ■ 44 Calvert Drive E PM ■ ■ Stevens Creek Boulevard / AM ■ ■ 45 Agilent Driveway D PM O O Lawrence Expressway/ AM ❑ ■ 48 Homestead Road E PM ■ ■ Lawrence Expressway/ AM ■ ■ 51 Calvert Drive E PM ❑ ❑ FEHR� PEERS Table 16: Cumulative with Project Intersection Impact Summary' Lawrence Expressway/ AM ■ ■ 53 Bollinger Road E PM ■ ■ Stevens Creek Boulevard/ AM O O 60 Cabot Avenue E PM ■ ■ Lawrence Expressway / AM O O 66 Reed Avenue -Monroe E PM ■ ■ Street Notes: 1. Intersection impacts based on delays, LOS results, and changes in critical volume -to -capacity ratio and delay as presented in Attachment D and the applicable LOS thresholds and impact criteria described in Chapter 2 of the May 2018 TIA. 2. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 3. AM = morning peak hour, PM = evening peak hour. 0= acceptable service levels, no mitigation discussion required. ❑ = Less -Than -Significant Impact, no mitigation required. ■ = Significant impact, mitigation required. Source: Fehr & Peers, June 2018. Each of the intersections identified to have a significant impact with the Housing Rich Alternative were also identified to have a significant with the Proposed Project, with the exception of the following locations: Intersection # 3 — Stevens Creek Boulevard/Stelling Road (Cupertino/LOS E+): The Housing Rich Alternative is projected to have a significant impact during the PM peak hour, while this intersection was projected to operate at acceptable levels in the May 2018 TIA with the Proposed Project. Intersection # 38 — Tantau Avenue/Homestead Road (Cupertino/LOS D): The Housing Rich Alternative is projected to have a significant impact during the PM peak hour, while this intersection was projected to operate at acceptable levels in the May 2018 TIA with the Proposed Project. This intersection was identified with a significant impact for the Retail/Residential Alternative in the May 2018 TIA. Intersection #48 — Lawrence Expressway/Homestead Road (CMP/LOS E): The Housing Rich Alternative is projected to have a significant impact during both the AM and PM peak hours, while the Proposed Project was projected in the May 2018 TIA to have a significant impact only during the PM peak hour (i.e. impact for the Proposed Project was less -than -significant during the AM peak hour). FEHR,� PEERS Mitigation Measure Discussion Impacts and potential mitigation measures for the Housing Rich Alternative are discussed below. Attachment F contains the corresponding calculation sheets. Attachment G shows the bicycle and pedestrian QOS results for proposed mitigation measures that are feasible. Stevens Creek Boulevard/SR 85 Northbound Ramps (Intersection #2): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D to unacceptable LOS E+ during the AM peak hour and have a significant impact based on the City of Cupertino impact criteria. (S: Housing Rich Alternatives). As discussed for the Proposed Project in the May 2018 TIA, the City's TIF Program identifies the addition of an exclusive northbound left -turn lane from the SR 85 off -ramp onto westbound Stevens Creek Boulevard as a General Plan Mitigation Measure. Table 17 summarizes the Cumulative LOS without and with the mitigation measure. To mitigate this impact, future development projects would be required to pay the applicable TIF amounts as estimated in Table 4. However, because the TIF improvements are not fully funded and the timing of implementation is not known at this time, the impact is considered significant and unavoidable. (SU: Housing Rich Alternative) Mitigation measures that would change the roadway geometry or signal operations have potential secondary effects on pedestrian and bicycle travel which were evaluated with a QOS analysis. The pedestrian QOS score is 3, both without and with the mitigation measure. The SR 85 northbound ramps/Stevens Creek Boulevard intersection has short crossing distances on the northbound and southbound approaches, but no pedestrian crossings on eastbound and westbound approaches, resulting in an average pedestrian QOS score of 3. A pedestrian QOS score of 3 denotes that some pedestrians might find crossing the intersection uncomfortable. By adding a northbound left -turn lane, the mitigation measure would further increase the distance for pedestrians crossing the SR 85 northbound off -ramp, but due to the existence of a median that pedestrian could utilize while crossing, the proposed mitigation would not lower the pedestrian QOS score. The bicycle QOS score is 3.3, both without and with the mitigation, denoting that some cyclists would find it uncomfortable navigating through the intersection. However, the mitigation measure would not further degrade bicycle QOS. FEHR� PEERS 38 Table 17: Cumulative with Project Mitigated LOS at Stevens Creek Boulevard/ SR 85 Northbound Ramps (#2) Proposed Project AM 54.6 D- 55.8 E+ 36.1 D+ (General Plan Buildout with D PM 24.5 C 27.0 C 21.0 C+ LTS Residential Allocation) Housing Rich Alternative D AM 54.6 D- 58.1 E+ 37.8 D+ LTS PM 24.5 C 26.6 C 20.8 C+ Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. Stelling Road/Stevens Creek Boulevard (Intersection #3): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D- to unacceptable LOS E during the PM peak hour and have a significant impact based on the City of Cupertino impact criteria. (S: Housing Rich Alternatives). The City's TIF Program identifies the addition of a second eastbound left -turn lane from Stevens Creek Boulevard onto northbound Stelling Road as a General Plan Mitigation Measure. Table 18 summarizes the Cumulative LOS without and with the mitigation measure. To mitigate this impact, future development projects would be required to pay the applicable TIF amounts as estimated in Table 4. However, because the TIF improvements are not fully funded and the timing of implementation is not known at this time, the impact is considered significant and unavoidable. (SU: Housing Rich Alternative) The Stelling Road/Stevens Creek Boulevard intersection has long crossing distances, over six lanes, on all approaches, which causes inconvenience for pedestrians with low walking speed. The QOS score would remain at 3 both with and without mitigation. The bicycle QOS score is 4, both without and with the mitigation, denoting that most cyclists would find it uncomfortable navigating through the intersection because of the lack of right -turn lane on all approaches that could cause conflicts FEHR� PEERS 39 between right -turn bicycles and through bicycles. However, the mitigation measure would not further degrade bicycle QOS. Table 18: Cumulative with Project Mitigated LOS at Stelling Road/ Stevens Creek Boulevard (#3) Housing Rich Alternative E+ AM 41.3 D 42.8 D 37.9 D+ LTS PM 53.7 D- 60.5 E 51.9 D- Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. S. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. De Anza Boulevard/Homestead Road (Intersection #8): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D- to unacceptable LOS E+ during the PM peak hour and have a significant impact based on the City of Cupertino impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, the City's TIF Program identifies the widening of De Anza Boulevard to four through lanes between the I-280 interchange and Homestead Road as a General Plan Mitigation Measure. Table 19 summarizes the Cumulative LOS without and with the mitigation measure. To mitigate this impact, future development projects would be required to pay the applicable TIF amounts as estimated in Table 4. However, because the TIF improvements are not fully funded and the timing of implementation is not known at this time, the impact is considered significant and unavoidable. (SU: Housing Rich Alternative) FEHR� PEERS Table 19: Cumulative with Project Mitigated LOS at De Anza Boulevard/ Homestead Road (#8) Proposed Project AM 48.3 D 52.3 D- 42.0 D (General Plan Buildout with D LTS Residential Allocation) PM 52.0 D- 55.4 E+ 47.9 D Housing Rich Alternative D AM 48.3 D 52.3 D- 42.0 D LTS PM 52.0 D- 56.1 E+ 48.4 D Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. De Anza Boulevard/Stevens Creek Boulevard (Intersection #11): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D- to unacceptable LOS E- during the PM peak hour and have a significant impact based on the City of Cupertino's impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements required to mitigate the impact is the widening of the eastbound and westbound approaches on Stevens Creek Boulevard to provide for three through lanes (for a total of two left -turn lanes, three through lanes, a right - turn lane, and a bike lane). However, there are right-of-way constraints that limit the feasibility of these improvements. Further, this mitigation measure would increase the pedestrian crossing distance on an already wide intersection and would likely have secondary effects on pedestrian travel. Thus, according to General Plan Policy M-3.4, which strives to preserve and enhance citywide pedestrian and bicycle connectivity by limiting street widening purely for automobiles to improve traffic flow, the proposed improvement is not feasible, and the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). FEHR,� PEERS De Anza Boulevard/McClellan Road (Intersection #12): The Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds based on City of Cupertino impact criteria during the PM peak hour. (S: Housing Rich Alternative). As discussed under Existing and Background Conditions and for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require aligning this offset intersection, converting the shared left-turn/through lane on the eastbound approach of McClellan Road to a dedicated through lane, and converting the phasing on the east -west approaches from split phasing to protected left -turn phasing. This improvement is included in the City's TIF Program. Table 20 summarizes the Cumulative LOS without and with the mitigation measure. While the mitigation measure does not improve operations to an acceptable service level (LOS D) in the PM peak hour, it does improve the operations to better than under Cumulative Without Project Conditions and is considered to mitigate the LOS impact to less -than -significant levels. Future development would be required to pay Traffic Impact Fees as shown in Table 4 to mitigate the impact. However, since the TIF improvements are not fully funded and timing of the implementation are unknown, the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). The mitigation measure would increase the distance for pedestrians crossing Pacifica Avenue but would not substantially reduce the level of comfort. The pedestrian QOS score is 3.3 both without and with the mitigation measure, denoting a facility that is uninviting but not entirely uncomfortable for most pedestrians due to high travel speeds and wide crossings at certain approaches. Thus, the proposed mitigation measure would not change the pedestrian QOS score. The QOS score for bicyclists is 4 without and with the mitigation measure, indicating that most cyclists would feel unsafe crossing the intersection due to the offset configuration of the eastbound and westbound approaches and conflict between right -turn vehicles and through bicycles on De Anza Boulevard. However, since the proposed mitigation measure does not change the lane geometries, the bicycle QOS score remains unchanged. FEHR� PEERS 42 Table 20: Cumulative with Project Mitigated LOS at De Anza Boulevard/ McClellan Road (#12) Proposed Project AM 36.3 D+ 36.9 D+ 35.6 D+ (General Plan Buildout with D PM 73.0 E 80.0 F 71.2 E LTS Residential Allocation) Housing Rich Alternative D AM 36.3 D+ 36.7 D+ 35.5 D+ LTS PM 73.0 E 78.5 E- 69.5 E Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. Wolfe Road/Fremont Avenue (Intersection #23): The Housing Rich Alternative would exacerbate unacceptable LOS E operations and meet impact thresholds based on City of Sunnyvale impact criteria during the PM peak hour. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate intersection operations include providing a dedicated southbound right -turn lane from Wolfe Road onto westbound Fremont Avenue. This would improve operations to LOS D and reduce the project impact to a less -than -significant level as summarized in Table 21. The City of Sunnyvale recently approved improvements to the "Triangle" area of Wolfe Road/EI Camino Real, Wolfe Road/Fremont Avenue, and EI Camino Real/Fremont Avenue. The improvements include the provision of a southbound right -turn lane from Wolfe Road to Fremont Avenue. Thus, future Specific Plan development would be required to contribute their fair -share to the "Triangle" improvement project. However, the impact would remain significant and unavoidable, because the intersection is outside of the City of Cupertino's jurisdiction and the City cannot guarantee that the improvement would be constructed. (SUJ: Housing Rich Alternative). FEHR� PEERS Table 21: Cumulative with Project Mitigated LOS at Wolfe Road/Fremont Avenue (#23) Proposed Project AM 58.4 E+ 59.9 E+ 54.7 D - (General Plan Buildout with D PM 64.9 E 70.6 E 55.1 E+ LTS Residential Allocation) Housing Rich Alternative D AM 58.4 E+ 60.3 E 54.9 D- LTS PM 64.9 E 72.9 E 55.6 E+ Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. The pedestrian QOS score is 3.8 without the mitigation measure. The mitigation measure would increase the distance for pedestrians crossing Wolfe Road, resulting in a QOS of 4 at the Wolfe Road approach; the overall intersection QOS would remain at 3.8. The bicycle QOS score is 4, both without and with the mitigation. Adding a southbound right -turn lane would not increase the level of discomfort for cyclists on Wolfe Road since there is no bike lane striping on the southbound approach. The proposed mitigation measure would not change the bicycle QOS score. Wolfe Road/Homestead Road (Intersection #26): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D- to unacceptable LOS E during the PM peak hour and have a significant impact based on City of Cupertino impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact include providing a dedicated southbound right -turn lane from Wolfe Road onto westbound Homestead Road in addition to providing a second northbound right -turn lane onto eastbound Homestead Road. To minimize secondary impacts to pedestrian travel, the right -turn lanes would need to be signal controlled, right -turns on red would be prohibited, and pedestrians should have FEHR,� PEERS 44 a leading pedestrian phase (i.e. a pedestrian walk indication is provided several seconds before the indication for right -turning vehicle traffic). The TIF includes the provision of the dedicated southbound right -turn lane as a General Plan Mitigation Measure. The provision of the second northbound right -turn lane is not included in the TIF Program. There are right-of-way constraints that render the northbound right -turn lane infeasible. Additionally, the provision a second northbound right -turn lane is in direct conflict with Cupertino's General Plan Policy M-3.4, that seeks to limit street widening purely for improving traffic flow. To mitigate this impact, future development projects would be required to pay the applicable TIF amounts as estimated in Table 4. However, since the improvements needed on the northbound approach of Wolfe Road are not feasible and are in direct conflict with General Plan Policy M-3.1 (Adopt and maintain Bicycle and Pedestrian Master Plan) and M-3.4 (Limit street widening purely for automobiles as a means of improving traffic flow), the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). The pedestrian QOS score is 4, both without and with the mitigation measure. The mitigation measure would increase the distance for pedestrians crossing Wolfe Road; however, the proposed mitigation measure would not change the pedestrian QOS score, which would remain at 4, the lowest QOS score. The bicycle QOS score is 3.3 without the proposed mitigation measure, and 3 with the proposed mitigation measure. The provision of dedicated southbound right -turn lane would separate the through bicycles from right -turning vehicles which are currently sharing the lane, therefore improving the bicycle QOS at southbound approach from 4 to 3. The proposed mitigation measure would improve the bicycle QOS score. Wolfe Road/Vallco Parkway (Intersection #31): The Housing Rich Alternative would cause the Wolfe Road/Vallco Parkway intersection to operate at an unacceptable level (change from LOS D+ to LOS E) during the PM peak hour and would have a significant impact based City of Cupertino's impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing an overlap phase for the westbound right -turn movement, which would provide a green right -turn arrow while the southbound left -turn movement has its green phase. Southbound U-turns on Wolfe Road would be prohibited. FEHR,� PEERS 45 Providing a westbound overlap phase could have secondary impacts, since southbound vehicles wanting to travel northbound would have to travel to the Stevens Creek Boulevard/Wolfe Road intersection and make a U-turn to access northbound Wolfe Road. Field observations were conducted to determine the existing percentage of vehicles making U-turns at these intersections. The field data was used to estimate the impact of diverting U-turns from Vallco Parkway to Stevens Creek Boulevard. The LOS results show that the Stevens Creek Boulevard/Wolfe Road intersection would operate unacceptably without or with the additional U-turns. The project impact would be reduced to a less -than -significant level. Table 22 summarizes the LOS with the mitigation measure. (LTS: Housing Rich Alternative). The mitigation measure would not change the roadway configuration or pedestrian facilities, and the conflict between westbound right -turning vehicles and westbound through pedestrians would be reduced by the overlap phase. Therefore, the proposed mitigation measure would not change the pedestrian QOS score of 3.5. The bicycle QOS score is 3, both without and with the mitigation measure, denoting that most cyclists can navigate through the intersection with moderate level of comfort. Table 22: Cumulative with Project Mitigated LOS at Wolfe Road/Vallco Parkway (#31) Proposed Project AM 24.2 C 34.7 C- 33.7 C_ (General Plan Buildout with D LTS Residential Allocation) PM 36.1 D+ 74.7 E 51.1 D- Housing Rich Alternative D AM 24.2 C 38.7 D+ 37.5 D+ LTS PM 36.1 D+ 74.4 E 50.4 D Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. FEHR� PEERS 46 Wolfe Road -Miller Avenue/Stevens Creek Boulevard (Intersection #32): The Housing Rich Alternative would exacerbate unacceptable operations during the AM and PM peak hours and have a significant impact based on City of Cupertino impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a second southbound left -turn lane on Wolfe Road and a third through lane on both the eastbound and westbound approaches on Stevens Creek Boulevard. However, there right-of-way constraints that limit the feasibility of these mitigation measures and the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). Tantau Avenue/Homestead Road (Intersection #38): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D to unacceptable LOS E+ during the PM peak hour and have a significant impact based on the City of Cupertino's impact criteria. (S: Housing Rich Alternative). As discussed for the Retail and Residential Alternative in the May 2018 TIA (the Proposed Project did not have a significant impact at this location), the City's TIF Program identifies the restriping of the southbound approach to provide a separate left -turn lane and shared through/right-turn lane (including removal of on -street parking) as a General Plan Mitigation Measure. Table 23 summarizes the Cumulative LOS without and with the mitigation measure. To mitigate this impact, future development projects would be required to pay the applicable TIF amounts as estimated in Table 4. However, because the TIF improvements are not fully funded and the timing of implementation is not known at this time, the impact is considered significant and unavoidable. (SU: Housing Rich Alternative) Table 23: Cumulative with Project Mitigated LOS at Tantau Avenue/Homestead Road (#38) Housing Rich Alternative D AM 40.6 D 41.2 D 38 D+ SU PM 53.0 D- 55.5 E+ 48.8 D Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. FEHR� PEERS 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. Stevens Creek Boulevard/Tantau Avenue (Intersection #42): The Housing Rich Alternative would degrade intersection operations from acceptable LOS D to unacceptable LOS E+ during the AM peak hour and have a significant impact based on the City of Cupertino's impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a northbound left -turn lane (for a total of one left -turn lane and one shared through/right-turn lane). This would allow converting the phasing on the north -south approaches from split phasing to protected left -turn phasing. This improvement is included in the City's TIF Program. Table 12 summarizes the Cumulative LOS without and with the mitigation measure. To mitigate this impact, future development projects would be required to pay the applicable TIF amounts as estimated in Table 4. However, because the TIF improvements are not fully funded and the timing of implementation is not known at this time, the impact is considered significant and unavoidable. (SU: Housing Rich Alternative). Table 24: Cumulative with Project Mitigated LOS at Stevens Creek Boulevard/ Tantau Avenue (#42) Proposed Project AM 48.6 D 58.1 E+ 47.5 D (General Plan Buildout with D PM 45.9 D 49.6 D 45.9 D LTS Residential Allocation) Housing Rich Alternative D AM 48.6 D 55.2 E+ 53.9 D LTS PM 45.9 D 49.1 D 40.0 D Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. FEHR� PEERS 48 The pedestrian QOS score is 3.3, both without and with the mitigation measure. The mitigation measure would increase the crossing distance on Tantau Avenue from a two-lane to three -lane width, which would result in a slight reduction of the level of comfort for walking, but this would not affect QOS score. The mitigation would not change bicycle QOS score of 2.8, which denotes that cyclists can cross the intersection with moderate level of comfort. Adding a northbound left - turn lane does not affect cyclists travel on Tantau Avenue as the conflict is managed by the north - south protected left -turn phasing. Stevens Creek Boulevard/Stern Avenue (Intersection #43): The Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds based on City of Cupertino impact criteria during the AM and PM peak hours. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, physical improvements to mitigate the impact would require providing three through lanes and a dedicated right -turn in both the eastbound and westbound directions on Stevens Creek Boulevard. However, there are right-of-way constraints that limit the feasibility of this mitigation measure. Thus, the impact is considered significant and unavoidable for Housing Rich Alternative. The level of service analysis for the intersections on Steven Creek Boulevard at Stern Avenue, Calvert Drive, Agilent Driveway, and Cabot Avenue (Intersections #43, #44, #45, and #60) retain existing traffic signal timings per City of Santa Clara guidelines. It is likely that the City will modify the timings as the traffic volumes change which will improve intersection operations. It is recommended that as a secondary mitigation measure the future Specific Plan development contribute their fair -share to a traffic signal timing study, including identification and installation of possible ITS improvements to improve efficiency of intersection operations, along the Stevens Creek Boulevard corridor between Stern Avenue and Cabot Avenue. The impact would remain significant and unavoidable, because the ultimate effectiveness of the improvements is unknown (i.e. will be determined through the signal timing study); in addition, since the intersections are outside of the City of Cupertino's jurisdiction, the City cannot guarantee implementation of the signal timing study recommendations. (SU: Housing Rich Alternatives). Stevens Creek Boulevard/Calvert Drive (Intersection #44): The Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds during the AM and PM peak hours based on VTA impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a second eastbound right -turn lane from Stevens Creek Boulevard onto FEHR,� PEERS 49 Calvert Drive. Right-of-way constraints render a second right -turn lane infeasible and the impact is considered significant and unavoidable. As discussed in the mitigation discussion for the Stevens Creek Boulevard/Stern Avenue intersection (#43), the level of service analysis for the intersections on Steven Creek Boulevard at Stern Avenue, Calvert Drive, Agilent Driveway, and Cabot Avenue (Intersections #43, #44, #45, and #60) retain existing traffic signal timings per City of Santa Clara guidelines. It is likely that the City will modify the timings as the traffic volumes change which will improve intersection operations. It is recommended that as a secondary mitigation measure the future Specific Plan development contribute their fair -share to a traffic signal timing study and implementation of the revised timings along the Stevens Creek Boulevard corridor between Stern Avenue and Cabot Avenue. The impact would remain significant and unavoidable, because the ultimate effectiveness of the improvements is unknown (i.e. will be determined through the signal timing study); in addition, since the intersections are outside of the City of Cupertino'sjurisdiction, the City cannot guarantee implementation of the signal timing study recommendations. (SU: Housing Rich Alternative). Stevens Creek Boulevard/Agilent Driveway (Intersection #45): During the AM peak hour the Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds based on Santa Clara impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate intersection operations include converting the westbound shared through/right-turn lane into a dedicated through lane and right -turn lane (for a total of one left -turn lane, four through lanes, and one right - turn lane on the westbound approach). While intersection delay would improve, the intersection would continue to operate unacceptably at LOS F with delays greater than under Cumulative Without Project Conditions and the impact would remain significant and unavoidable. There are right-of-way constraints that limit the feasibility of this mitigation measure. A dedicated right -turn lane and through lane would require a minimum width of 20 feet. The available width between the westbound bike lane and curb is about 16 feet (i.e. the width of the current shared through/right-turn lane). Thus, the mitigation measure would not be feasible and the impact is considered significant and unavoidable. As discussed in the mitigation discussion for the Stevens Creek Boulevard/Stern Avenue intersection (#43), the level of service analysis for the intersections on Steven Creek Boulevard at Stern Avenue, Calvert Drive, Agilent Driveway, and Cabot Avenue (Intersections #43, #44, #45, and #60) retain existing traffic signal timings per City of Santa Clara guidelines. It is likely that the City will modify the timings as the traffic volumes change which will improve intersection operations. It is FEHR� PEERS 50 recommended that as a secondary mitigation measure the future Specific Plan development contribute their fair -share to a traffic signal timing study and implementation of the revised timings along the Stevens Creek Boulevard corridor between Stern Avenue and Cabot Avenue. The impact would remain significant and unavoidable, because the ultimate effectiveness of the improvements is unknown (i.e. will be determined through the signal timing study); in addition, since the intersections are outside of the City of Cupertino'sjurisdiction, the City cannot guarantee implementation of the signal timing study recommendations. (SU: Housing Rich Alternative). Lawrence Expressway/Homestead Road (Intersection #48): During the AM and PM peak hours the Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds based on VTA criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, Santa Clara County's Expressway Plan 2040 Study identifies an interim (near-term) improvement that includes the addition of an eastbound through lane on Homestead Road. With this mitigation measure, intersection operations would improve, but the intersection would continue to operate at LOS F with delays greater than the Cumulative Without Project scenario. The ultimate improvement identified by the County's Expressway Plan 2040 is to grade -separate the intersection. Future development in the Specific Plan area shall be required to pay their fair -share towards the grade separation project. The impact would remain significant and unavoidable, because the intersection is outside of the City of Cupertino's jurisdiction and the City cannot guarantee that the improvement would be constructed. (SUJ: Housing Rich Alternative). Lawrence Expressway/Calvert Drive -1-280 Southbound Ramp (Intersection #51): The Housing Rich Alternative would exacerbate unacceptable operations during the AM peak hour and meet impact thresholds based on VTA criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate this impact would require providing a fourth northbound through lane on Lawrence Expressway (for a total of four through lanes and one right -turn lane). This would require four receiving lanes on Lawrence Expressway north of the Calvert Drive -1-280 Southbound Ramps. With this improvement, the intersection would operate at acceptable LOS E or better, as shown in Table 25. The City should coordinate with the County of Santa Clara and Caltrans to determine if a fourth through lane and receiving lane could be provided. Future development shall be required to pay a fair -share contribution, if the improvement is feasible. The impact would remain significant and unavoidable, because the feasibility of the improvement is yet to be determined, and because the intersection is outside of the City of Cupertino's jurisdiction it is within the responsibility and FEHR� PEERS 51 jurisdiction of another agency and the City cannot guarantee that it would be constructed. (SUJ: Housing Rich Alternative). The pedestrian QOS score was not calculated for this improvement, because there are no pedestrian facilities at this intersection. The bicycle QOS score is 4, both without and with the mitigation, indicating that most cyclists might find it comfortable navigating through the intersection. Table 25: Cumulative with Project Mitigated LOS at Lawrence Expressway/ Calvert Drive - 1 -280 Southbound Ramp (#51) Proposed Project AM 83.3 F 88.8 F 33.0 C - (General Plan Buildout with E LTS Residential Allocation) PM 86.0 F 86.3 F 85.4 F Housing Rich Alternative E AM 83.3 F 87.3 F 33.0 C- LTS PM 86.0 F 86.2 F 85.3 F Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. Lawrence Expressway/Bollinger Road (Intersection #53): During the AM and PM peak hours the Housing Rich Alternative would exacerbate unacceptable operations and meet impact thresholds based on VTA criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing a fourth northbound through lane (for the PM peak hour impact) and fourth southbound through lane (for the AM peak hour impact). The widening of Lawrence Expressway from three to four lanes per direction between Moorpark Avenue to south of Calvert Drive is included in the VTP 2040 as a constrained project (VTP 2040 Project# X10). With these added lanes, the intersection would operate at or better than acceptable LOS E during the AM and PM peak hours, as shown in Table 26. Future development in the Specific Plan area shall be required FEHR� PEERS 52 to pay a fair -share to VTP Project# X10. The impact would remain significant and unavoidable, because the intersection is outside of the City of Cupertino's jurisdiction and the City cannot guarantee that it would be constructed. (SUJ: Housing Rich Alternative). Table 26: Cumulative with Project Mitigated LOS at Lawrence Expressway/ Bollinger Road -Moorpark Avenue (#53) Proposed Project AM 113.7 F 126.6 F 72.2 E (General Plan Buildout with E PM 94.5 F 101.4 F 57.2 E+ LTS Residential Allocation) Housing Rich Alternative E AM 113.7 F 122.5 F 69.4 E LTS PM 94.5 F 99.9 F 56.7 E+ Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service). 2. AM = morning peak hour, PM = evening peak hour. 3. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 4. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 5. Impact after implementation of mitigation measure (not considering jurisdictional constraints). LTS = Less Than Significant, SU = Significant and Unavoidable Source: Fehr & Peers, June 2018. The mitigation measure would increase the distance for pedestrians crossing Lawrence Expressway. The pedestrian QOS score is 4, both without and with the mitigation measure; a score of 4 denotes a facility that is uncomfortable for most pedestrians due to high travel speeds and wide crossings at intersections. The proposed mitigation measure would not change the pedestrian QOS score, which would remain at 4, the lowest QOS score. The bicycle QOS score is 4, both without and with the mitigation, indicating that most cyclists might find it comfortable navigating through the intersection. Stevens Creek Boulevard/Cabot Avenue (Intersection #60): The Housing Rich Alternative would exacerbate unacceptable operations during the PM peak hour and meet impact thresholds based on City of Santa Clara impact criteria. (S: Housing Rich Alternative). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing three through lanes and a dedicated right -turn in both the eastbound and FEHR,� PEERS 53 westbound directions on Stevens Creek Boulevard. While intersection delay would improve, the intersection would continue to operate unacceptably at LOS E with delays greater than under Cumulative Without Project conditions and the impact would remain significant and unavoidable. Also, there are right-of-way constraints that limit the feasibility of the mitigation measure. Further, the Stevens Creek Boulevard/Cabot Avenue intersection is off -set by approximately 140 feet (Cabot Avenue the north leg to the west and Loma Linda Drive the south leg to the east), that limit the feasibility of providing dedicated right -turn lanes and the impact is considered significant and unavoidable. As discussed in the mitigation discussion for the Stevens Creek Boulevard/Stern Avenue intersection (#43), the level of service analysis for the intersections on Steven Creek Boulevard at Stern Avenue, Calvert Drive, Agilent Driveway, and Cabot Avenue (Intersections #43, #44, #45, and #60) retain existing traffic signal timings per City of Santa Clara guidelines. It is likely that the City will modify the timings as the traffic volumes change which will improve intersection operations. It is recommended that as a secondary mitigation measure the future Specific Plan development contribute their fair -share to a traffic signal timing study and implementation of the revised timings along the Stevens Creek Boulevard corridor between Stern Avenue and Cabot Avenue. The impact would remain significant and unavoidable, because the ultimate effectiveness of the improvements is unknown (i.e. will be determined through the signal timing study); in addition, since the intersections are outside of the City of Cupertino'sjurisdiction, the City cannot guarantee implementation of the signal timing study recommendations. (SU: Housing Rich Alternative). Lawrence Expressway/Reed Avenue -Monroe Street (Intersection #66): The Housing Rich Alternative would exacerbate unacceptable operations during the PM peak hour and meet impact thresholds based on County of Santa Clara impact criteria. (S: Housing Rich Alternatives). As discussed for the Proposed Project in the May 2018 TIA, improvements to mitigate the impact would require providing five southbound through lanes on Lawrence Expressway. However, there is no available right-of-way for the added lane. The conversion of the existing southbound HOV would also mitigate the LOS impact; however, this would result in discontinuous HOV lanes on Lawrence Expressway. The County of Santa Clara has identified the grade separation of Lawrence Expressway/Reed Avenue -Monroe Street intersection as a Tier 2 project; however, Tier 2 projects have no identified funding and are not likely to be implemented in the near-term. Thus, there are no feasible mitigation measures and the impact at the Lawrence Expressway/Reed Avenue -Monroe Street intersection is considered significant and unavoidable. (SU: Housing Rich Alternative). FEHR,� PEERS 54 6. Freeway Segment Impacts and Mitigation Measures Impacts to freeways occur when the amount of added traffic causes a substantial increase in congestion. Table 27 summarizes the number of mixed -flow lane segments and High Occupancy Vehicle (HOV) lane segments impacted by the Housing Rich Alternative for each analysis scenario. The results for the Proposed Project from the May 2018 TIA are included for comparison purposes. Table 27: Freeway Significant Impacts Summary Housing Rich Alternative Evaluated in this Report. Housing Rich Alternative AM 13 6 14 8 10 11 PM 18 5 22 6 24 9 Proposed Project included in the May 2018 TIA and Draft EIR: Proposed Project AM 14 5 15 4 15 12 (General Plan Buildout with PM 18 5 20 5 22 8 Residential Allocation) Notes: 1. AM = morning peak hour, PM = evening peak hour 2. Mixed = mixed -flow lane segments and HOV = HOV-lane segments Source: Fehr & Peers, June 2018 Under Existing with Project Conditions, the Housing Rich Alternative has one fewer AM mixed -flow lane segment impact and one additional AM HOV-lane segment impact compared to the Proposed Project. Under Background with Project Conditions, the Housing Rich Alternative has one fewer AM and two additional PM mixed -flow lane segment impacts and four additional AM and one additional PM HOV-lane segment impacts as compared to the Proposed Project. Similarly, under Cumulative with Project Conditions, the Housing Rich Alternative has five fewer AM and two additional PM mixed -flow lane segment impacts and one fewer AM and one additional PM HOV-lane segment impact as compared to the Proposed Project. As discussed in the May 2018 TIA, potential mitigation measures for freeway segments include capacity enhancements (such as adding travel lanes and auxiliary lanes) and operational improvements (such as ramp metering and express lanes). There are limited options to widen the impacted freeway segments due to right-of-way constraints. Plus, ramp metering has already been implemented. Santa Clara Valley FEHR� PEERS 55 Transportation Authority's (VTA's) Valley Transportation Plan 2040 (VTP 2040) 2 identifies several freeway projects that are relevant to the identified freeway segment impacts, including: • VTP ID H1: SR 85 Express Lanes • VTP ID H11: 1-280 Express Lanes • VTP ID H13: 1-280 Express Lanes • VTP ID H15: 1-880 Express Lanes • VTP ID H35:1-280 Northbound • VTP ID H45:1-280 Northbound Braided Ramps between Foothill Expressway and SR 85 As a mitigation requirement, future development projects would be required to pay their fair share contribution towards planned transportation projects identified in VTA's VTP 2040 that will improve traffic operations of the impacted freeway segments. Table 28 summarizes the impacted mixed -flow segments and the specific relevant VTP projects. Table 28: Mixed -Flow Freeway Segment Impacts and Mitigation Summary State Route 85 — Northbound South Bascom No Avenue to SR 17 Impact SR 17 to Winchester Impact Boulevard Winchester Boulevard to Impact Saratoga Avenue Saratoga Avenue to Saratoga- Impact Sunnyvale Road No No No Impact No Impact Impact Impact Impact No No No Impact Impact Impact Impact Impact Impact Impact Impact Impact No Impact Impact Impact Impact Impact Impact VTP ID H1: SR 85 Express Lanes: US 101 (South San Jose to Mountain View) z The Valley Transportation Plan is a long-range vision for transportation in Santa Clara. The VTA is responsible for preparing and updating the VTP. The VTP 2035 identifies the programs, projects, and policies VTA would like to pursue over the lifetime of the plan. It connects projects with anticipated funds and lays out a framework for the development and maintenance of the transportation system over the next 25 years. FEHR,� PEERS 56 Table 28: Mixed -Flow Freeway Segment Impacts and Mitigation Summary State Route 8S — Southbound West Fremont No No No Avenue to West Impact Impact Impact Impact Impact Impact Homestead Road 1-280 to Stevens No Impact No Impact No Impact Creek Boulevard Impact Impact Impact Saratoga- VTP ID H1: SR 85 Express Sunnyvale Road to Impact Impact Impact Impact Impact Impact Lanes: US 101 (South San Saratoga Avenue Jose to Mountain View) Saratoga Avenue to Winchester Impact Impact Impact Impact Impact Impact Boulevard Winchester Impact No Impact Impact Impact Impact Boulevard to SR 17 Impact Interstate 280 — Eastbound VTP ID H13: 1-280 Express EI Monte Road to No Impact No Impact No Impact Lanes: Southbound EI Magdalena Avenue Impact Impact Impact Monte Avenue to Magdalena Avenue Foothill Expressway to SR 85 Impact Impact Impact Impact Impact Impact SR 85 to De Anza Impact Impact Impact Impact Impact Impact Boulevard De Anza Boulevard Impact Impact Impact Impact Impact Impact to Wolfe Road Wolfe Road to Lawrence Impact Impact Impact Impact Impact Impact VTP ID H11: 1-280 Express Expressway Lanes: Leland Avenue to Lawrence Magdalena Avenue Expressway to Impact Impact Impact Impact Impact Impact Saratoga Avenue Saratoga Avenue to Winchester Impact Impact Impact Impact Impact Impact Boulevard Winchester Boulevard to 1-880 Impact Impact Impact Impact Impact Impact FEHR� PEERS 57 7 i' Table 28: Mixed -Flow Freeway Segment Impacts and Mitigation Summary 1-880 to Meridian Avenue Impact Meridian Avenue to Bird Avenue Impact Bird Avenue to SR Impact 87 Interstate 280 — Westbound SR 87 to Bird Avenue Impact Bird Avenue to Meridian Avenue Impact Meridian Avenue to Impact 1-880 1-880 to Winchester Boulevard Impact Winchester Boulevard to Impact Saratoga Avenue Saratoga Avenue to Lawrence Impact Expressway Lawrence Expressway to Impact Wolfe Road Wolfe Road to De Impact Anza Boulevard Impact De Anza Boulevard Impact to SR 85 Impact SR 85 to Foothill Impact Expressway Impact Page Mill Road to Impact Alpine Road Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact No identified improvements Impact Impact Impact Impact Impact No identified improvements Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact Impact No No No No Impact Impact Impact No No identified Impact improvements No identified Impact improvements Impact Impact VTP ID H11: 1-280 Express Lanes: Leland Avenue to Magdalena Avenue Impact and VTP ID H45:1-280 Impact Northbound Braided Ramps between Foothill Expressway and SR 85 Impact and Impact VTP ID H35:1-280 Northbound: Second Exit Lane to Foothill Impact Expressway Impact No No identified Impact improvements FEHR,� PEERS 58 Table 28: Mixed -Flow Freeway Segment Impacts and Mitigation Summary Interstate 880 — Northbound Stevens Creek Boulevard to North Impact Impact Impact Impact Impact Impact Bascom Avenue North Bascom VTP ID H15: 1-880 Express Avenue to The Impact Impact Impact Impact Impact Impact Lanes: US 101 to 1-280 Alameda The Alameda to Coleman Avenue Impact Impact Impact Impact Impact Impact Interstate 880 — Southbound Coleman Avenue to No No Impact Impact Impact No The Alameda Impact Impact Impact The Alameda to No No No North Bascom Impact Impact Impact Impact Impact Impact VTP ID H15: 1-880 Express Avenue Lanes: US 101 to 1-280 North Bascom Avenue to Stevens Impact Impact No No Impact Impact Creek Boulevard Impact p Impact p State Route 77 — Southbound SR 85 to Lark No No No No identified Impact Avenue Impact Impact Impact Impact Impact improvements Notes: 1. Future development in the Specific Plan shall be required to pay a fair -share to the identified VTP 2040 improvements. Source: Fehr & Peers, June 2018. FEHR� PEERS 59 7. Left -Turn Queuing Analysis The addition of Project traffic along the roadway network would add vehicles to left -turn movements and has the potential to cause left -turn queues to exceed the turn pocket storage lengths. Queues that exceed the turn pocket storage length have the potential to impede adjacent through traffic movements. Study intersections where the Project would add the highest number of left turning vehicles during either the AM or PM peak hour were selected for this left -turn queuing evaluation. The results of the analysis are presented in Table 29 for Existing with Project Conditions and Table 30 for Background with Project Conditions. Recommended improvements are summarized for intersections where the queue pocket storage lengths are exceeded. Several turn pocket lengths would be exceeded in future volume conditions. In nearly every case where queue length is exceeded in the Background Plus Project condition, it also is exceeded in the corresponding Background Without Project condition. Overall, the possible improvements to address locations were the queueing exceeds the available storage capacity are same as those identified in the May 2018 TIA. FEHR� PEERS 60 Table 29: Existing Plus Project Left -turn Pocket Queuing Analysis FEHR� PEERS Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to improve signal operations and queuing. Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to improve signal operations and queuing Reduce the westbound left -turn lane to Portal Avenue to accommodate an additional 80 feet of capacity for the eastbound left turn to Perimeter Road. Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to improve signal operations and queuing Remove the median gap on Vallco Parkway between Wolfe Road and Perimeter Road and provide a 325 -foot left -turn pocket. (see discussion in text). Additional capacity is available by widening the southbound approach to accommodate an additional left -turn lane. Extend the inner left -turn lane to the same length as the outer left -turn lane to provide approximately 260 feet of additional capacity. Additional capacity is available by removing parking on the eastside of Miller Avenue and restriping to extend both the inner left -turn pocket and outer left -turn lane line of the southbound approach. roll AM 350 450 450 De Anza SB 530 PM 450 650 625 Boulevard / 11 Stevens Creek AM 225 300 300 Boulevard WB 300 PM 350 575 625 Stevens Creek AM 75 475 550 Boulevard / 21 EB 290 Perimeter PM 50 300 250 Road AM 200 375 400 SB 500 PM 275 575 500 Wolfe Road / 31 Vallco Parkway AM 50 150 150 WB 125 PM 125 400 425 Wolfe Road- AM 375 525 500 SB 550 Miller Avenue PM 400 675 675 32 / Stevens AM 350 500 500 Creek EB 430 Boulevard PM 375 525 500 AM 125 125 125 Miller Avenue 35 / Bollinger SB 380 Road PM 375 400 400 FEHR� PEERS Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to improve signal operations and queuing. Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to improve signal operations and queuing Reduce the westbound left -turn lane to Portal Avenue to accommodate an additional 80 feet of capacity for the eastbound left turn to Perimeter Road. Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to improve signal operations and queuing Remove the median gap on Vallco Parkway between Wolfe Road and Perimeter Road and provide a 325 -foot left -turn pocket. (see discussion in text). Additional capacity is available by widening the southbound approach to accommodate an additional left -turn lane. Extend the inner left -turn lane to the same length as the outer left -turn lane to provide approximately 260 feet of additional capacity. Additional capacity is available by removing parking on the eastside of Miller Avenue and restriping to extend both the inner left -turn pocket and outer left -turn lane line of the southbound approach. roll Table 29: Existing Plus Project Left -turn Pocket Queuing Analysis FEHR� PEERS 400 Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to 250 improve signal operations and queuing 150 Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to 675 improve signal operations and queuing 900 As part of the background without project roadway improvements, an additional dedicated left -turn lane extending from the Lawrence Expressway off -ramp entrance to the 650 intersection will be added to the northbound approach. The additional capacity from the off -ramp entrance to the intersection will accommodate the westbound left -turn queues. 350 350 No improvements needed. 775 Approximately 325 feet of additional capacity for one left -turn lane is available by reducing the median width on Lawrence 375 Expressway south of the intersection. 1400 Future improvements include reducing the median to provide an additional left -turn lane and maximum queue storage length for the movement. The improvements will help 750 accommodate the projected westbound left turn queue lengths. 375 Remove the median gap on Vallco Parkway between Wolfe Road and Perimeter Road and provide a 220 -foot left -turn 300 pocket. (see discussion in text). MGA Tantau Avenue AM 225 375 41 / Vallco NB 100 Parkway PM 125 275 Stevens Creek AM 100 175 42 Boulevard / SB 105 Tantau Avenue PM 500 650 AM 750 875 Stevens Creek Boulevard / NB 355 PM 600 650 50 Lawrence Expressway Ramps (east) AM 325 350 EB 410 PM 300 350 Lawrence AM 525 700 53 Expressway / NB 355 Bollinger Road PM 325 375 AM 900 1225 Lawrence Expressway / 56 EB 275 Saratoga PM 675 675 Avenue Vallco AM 75 325 Parkway/ 64 EB 125 Perimeter PM 50 400 Road FEHR� PEERS 400 Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to 250 improve signal operations and queuing 150 Implement ITS improvements, such as adoptive signal control, advanced signal loop detectors or video image detectors, to 675 improve signal operations and queuing 900 As part of the background without project roadway improvements, an additional dedicated left -turn lane extending from the Lawrence Expressway off -ramp entrance to the 650 intersection will be added to the northbound approach. The additional capacity from the off -ramp entrance to the intersection will accommodate the westbound left -turn queues. 350 350 No improvements needed. 775 Approximately 325 feet of additional capacity for one left -turn lane is available by reducing the median width on Lawrence 375 Expressway south of the intersection. 1400 Future improvements include reducing the median to provide an additional left -turn lane and maximum queue storage length for the movement. The improvements will help 750 accommodate the projected westbound left turn queue lengths. 375 Remove the median gap on Vallco Parkway between Wolfe Road and Perimeter Road and provide a 220 -foot left -turn 300 pocket. (see discussion in text). MGA Notes: 1. Storage length is the length of the longest left turn lane. 2. Queue length is measured in feet for one lane. 3. Impact results for the Occupied/Re-tenanted Mall alternative is presented for informational purposes only. The mall is an entitled land use and would not require any impact assessment or CEQA clearance to re -occupy. Bold text indicates projected queue length exceeds available storage length. Source: Fehr & Peers, June 2018. FEHR,� PEERS 63 Table 30: Background Plus Project Alternatives Left -turn Pocket Queuing Analysis FEHR� PEERS 64 AM 425 525 550 Implement ITS improvements, such as adoptive signal control, De Anza SB 530 advanced signal loop detectors or video image detectors, to Boulevard / PM 600 875 825 improve signal operations and queuing 11 Stevens Creek AM 275 350 350 Implement ITS improvements, such as adoptive signal control, Boulevard WB 300 advanced signal loop detectors or video image detectors, to PM 475 775 825 improve signal operations and queuing Stevens Creek AM 125 800 950 Reduce the westbound left -turn lane to Portal Avenue to Boulevard / 21 EB 290 accommodate an additional 80 feet of capacity for the Perimeter PM 100 550 425 eastbound left turn to Perimeter Road. Road AM 400 625 625 Implement ITS improvements, such as adoptive signal control, SB 500 advanced signal loop detectors or video image detectors, to Wolfe Road / PM 425 825 725 improve signal operations and queuing 31 Vallco Parkway AM 50 150 150 Remove the median gap on Vallco Parkway between Wolfe WB 125 Road and Perimeter Road and provide a 325 -foot left -turn PM 125 375 425 pocket. (see discussion in text). Wolfe Road- AM 425 575 550 Additional capacity is available by widening the southbound Miller Avenue SB 550 PM 550 825 875 approach to accommodate an additional left -turn lane. 32 / Stevens AM 525 750 750 Extend the inner left -turn lane to the same length as the outer Creek EB 430 left -turn lane to provide approximately 260 feet of additional Boulevard PM 450 625 600 capacity. AM 125 150 150 Additional capacity is available by removing parking on the Miller Avenue eastside of Miller Avenue and restriping to extend both the 35 / Bollinger SB 380 Road PM 375 400 400 inner left -turn pocket and outer left -turn lane line of the southbound approach. FEHR� PEERS 64 Table 30: Background Plus Project Alternatives Left -turn Pocket Queuing Analysis FEHR� PEERS 65 Tantau Avenue AM 250 400 450 Implement ITS improvements, such as adoptive signal control, 41 / Vallco NB 100 advanced signal loop detectors or video image detectors, to Parkway PM 175 325 300 improve signal operations and queuing Stevens Creek AM 200 275 250 Implement ITS improvements, such as adoptive signal control, 42 Boulevard / SB 105 advanced signal loop detectors or video image detectors, to Tantau Avenue PM 750 925 950 improve signal operations and queuing AM 1000 1100 1125 As part of the background without project roadway improvements, an additional dedicated left -turn lane extending from the Lawrence Expressway off -ramp entrance to NB 355 the intersection will be added to the northbound approach. PM 475 575 550 The additional capacity from the off -ramp entrance to the intersection will accommodate the westbound left -turn Stevens Creek queues. Boulevard / 50 Lawrence AM 375 425 400 Additional capacity is not available by restriping. The Expressway westbound left movement is coordinated with the westbound Ramps (east) through movement from intersection upstream (Lawrence Expressway Southbound Off -ramp / Stevens Creek Boulevard). EB 410 Increase signal timing for westbound left movement and the PM 350 400 400 eastbound through movement at the intersection upstream or implementing ITS improvements, such as advanced signal loop detectors or video image detectors, to improve queueing at these intersections. Lawrence AM 575 775 875 Approximately 325 feet of additional capacity for one left -turn 53 Expressway / NB 355 lane is available by reducing the median width on Lawrence Bollinger Road PM 325 375 375 Expressway south of the intersection. FEHR� PEERS 65 Table 30: Background Plus Project Alternatives Left -turn Pocket Queuing Analysis AM 725 825 875 Future improvements include reducing the median to provide Ere an additional left -turn lane and maximum queue storage Expressway / EB 275 56 length for the movement. The improvements will help Saratoga PM 475 500 500 accommodate the projected westbound left turn queue Avenue lengths. Vallco AM 100 350 375 Remove the median gap on Vallco Parkway between Wolfe 64 Parkway/ EB 125 Road and Perimeter Road and provide a 220 -foot left -turn Perimeter PM 100 425 325 pocket. (see discussion in text). Road Note: 1. Storage length is the length of the longest left turn lane. 2. Queue length is measured in feet for one lane. 3. Impact results for the Occupied/Re-tenanted Mall alternative is presented for informational purposes only. The mall is an entitled land use and would not require any impact assessment or CEQA clearance to re -occupy. Bold text indicates projected queue length exceeds available storage length. Source: Fehr & Peers, June 2018. FEHR� PEERS 66 8. Multi -Modal Analysis Results This chapter addresses transit, bicycle, and pedestrian -related impacts and mitigation measures. Transit Facility Impacts and Mitigation Measures Impacts and mitigation measures for transit capacity and transit delay are discussed below. Transit Capacity Analysis A significant transit impact would occur if the project conflicts with existing or planned transit facilities, or does not provide adequate facilities for pedestrians and bicyclists to access transit routes and stops, or generates potential transit trips that cause the transit route's load factor to exceed available capacity. The transit trips for the Housing Rich Alternative were added to each route's exiting peak hour load to produce the peak load with Project. The peak load factor was compared to the peak vehicle load factor standards provided by VTA. The results are shown in Table 31. All bus routes meet the peak load factor standard established by VTA, except for Rapid line 323/523 and the Housing Rich Alternative would have a significant transit capacity impact. As identified in the May 2018 TIA/Draft EIR, the Proposed Project would have a less -than -significant transit capacity impact. Table 31: PM Peak Hour Transit Capacity Analysis 23 0.51 1.20 13 0.86 Yes 7 0.69 Yes 53 0.61 1.20 9 0.85 Yes 4 0.73 Yes Express 101 0.43 1.00 17 0.88 Yes 9 0.66 Yes Express 182 0.64 1.00 13 0.97 Yes 7 0.81 Yes Rapid 0.35 1.00 323/523 35 1.24 No 18 0.80 Yes Source: Fehr & Peers, June 2018 As identified in VTA's TIA Guidelines, if the new transit ridership generated by the project causes the load factor of one or more transit routes to exceed the standard established by the applicable transit agency, the FEHR� PEERS 67 project should contribute to transit improvements to enhance the capacity of the affected route or provide alternative facilities. The VTA's VTP 2040 identifies the Stevens Creek Bus Rapid Transit (BRT) project (VTP ID T4) as an improvement near the Project site. Ultimately, this VTP 2040 project will enhance travel choices for the Housing Rich Alternative and make more efficient use of the transportation network. Future development in the Specific Plan shall be required to pay a fair -share to VTP ID T4. However, implementation of the VTP projects is outside of the City of Cupertino's jurisdiction and the City cannot guarantee that it would be constructed and the impact is considered significant and unavoidable for the Housing Rich Alternative. (SU: Housing Rich Alternatives). Transit Delay Analysis Substantial increases in transit delay is also considered a potential transit impact. All the alternatives cause some added transit delay. The City of Cupertino and the VTA do not have adopted standards related to transit corridor performance associated with congestion resulting from new development projects. Per the VTA TIA Guidelines, if increased transit vehicle delay is found, the Lead Agency [City of Cupertino] should work with VTA to identify feasible transit priority measures near the affected facility and include contributions to any applicable projects that improve transit speed and reliability in the TIA. In addition, mitigation measures identified to improve vehicle delay would also improve transit delay. Table 32: Existing with Project Added Transit Delay FEHR,� PEERS 68 De Anza Route College to AM NC 63 NC 76 3'9 Stevens Creek Boulevard 23 Alum Rock PM 91 17 96 13 Transit Center West Valley Route College to AM NC NC NC NC <0.25 Stevens Creek Boulevard 53 Sunnyvale PM NC NC NC NC Transit Center Lockheed Express Martin to AM 48 NS 55 NS Stevens Creek Boulevard, 101 Winchester 1'6 PM NS 97 NS 104 Wolfe Road LRT Station Camden & Express AM NS 17 NS 12 Stevens Creek Boulevard, Highway 85 to 1.5 182 PM 27 NS 20 NS Wolfe Road Palo Alto FEHR,� PEERS 68 Table 32: Existing with Project Added Transit Delay Palo Alto to Rapid AM 6 64 NC 77 IBM/Bailey 3.6 Stevens Creek Boulevard 323/523 Ave PM 96 19 99 15 Notes: NS = service only provided in the peak direction of travel. NC = The Project was considered to have no change if the increase in travel time was less than five seconds or the travel time improved slightly (due to changes in critical movement changes, lane geometry changes, etc.). 1. Impact results for the Occupied/Re-tenanted Mall alternative is presented for informational purposes only. The mall is an entitled land use and would not require any impact assessment or CEQA clearance to re -occupy. Source: Fehr & Peers, June 2018 Table 33: Background with Project Added Transit Delay FEHR� PEERS 69 De Anza Route College to AM NC 196 NC 222 3'9 Stevens Creek Boulevard 23 Alum Rock PM 223 46 226 35 Transit Center West Valley Route College to AM 57 76 43 68 Homestead Road, Wolfe Road, 53 Sunnyvale 2'9 PM 77 75 64 57 Stevens Creek Boulevard Transit Center Lockheed Route Martin to 3'6 AM 38 NC 26 NC Wolfe Road -Miller Avenue 56 Winchester PM 58 37 48 28 LRT Station Camden & Express AM 206 NS 219 NS Stevens Creek Boulevard, Highway 85 to 1.6 101 PM NS 208 NS 223 Wolfe Road Halo Alto Palo Alto to Express AM NS 25 NS 16 Stevens Creek Boulevard, IAB 1.5 182 M/Bailey PM 69 NS 52 NS Wolfe Road Rapid Downtown AM NC 200 NC 223 Stevens Creek Boulevard, San Jose to De 3.6 323/523 PM 234 48 237 39 Homestead Road Anza College FEHR� PEERS 69 Notes: NS = service only provided in the peak direction of travel. NC = The Project was considered to have no change if the increase in travel time was less than five seconds or the travel time improved slightly (due to changes in critical movement changes, lane geometry changes, etc.). 1. Impact results for the Occupied/Re-tenanted Mall alternative is presented for informational purposes only. The mall is an entitled land use and would not require any impact assessment or CEQA clearance to re -occupy. Source: Fehr & Peers, June 2018 Table 34: Cumulative with Project Added Transit Delay De Anza Route College to AM 11 266 NC 281 3'9 Stevens Creek Boulevard 23 Alum Rock PM 262 74 263 58 Transit Center West Valley Route College to AM 78 89 56 89 Homestead Road, Wolfe Road, 53 Sunnyvale 2.9 PM 91 91 90 69 Stevens Creek Boulevard Transit Center Lockheed Route Martin to AM 52 5 42 8 3.6 Wolfe Road -Miller Avenue 56 Winchester PM 82 58 71 54 LRT Station Camden & Express AM 220 NS 241 NS Stevens Creek Boulevard, Highway 85 to 1.6 101 PM NS 218 NS 243 Wolfe Road Halo Alto Palo Alto to Express AM NS 29 NS 19 Stevens Creek Boulevard, IAB 1.5 M/Bailey 182 PM 66 NS 51 NS Wolfe Road Downtown Rapid AM 21 270 8 282 Stevens Creek Boulevard, 323/523 San Jose to De 3.6 PM 274 72 278 58 Homestead Road Anza College Notes: NS = service only provided in the peak direction of travel. NC = The Project was considered to have no change if the increase in travel time was less than five seconds or the travel time improved slightly (due to changes in critical movement changes, lane geometry changes, etc.). 1. Impact results for the Occupied/Re-tenanted Mall alternative is presented for informational purposes only. The mall is an entitled land use and would not require any impact assessment or CEQA clearance to re -occupy. Source: Fehr & Peers, June 2018 FEHR� PEERS Bicycle Facility Impacts and Mitigation Measures A significant impact to bicycle facilities would occur if the Housing Rich Alternative creates a hazardous condition for bicyclists that currently does not exist, or conflicts with planned facilities or local agency policies regarding bicycle facilities. Similar to the Proposed Project, the Housing Rich Alternative is anticipated to provide bicycle enhancements around and in the immediate vicinity of the project site to improve bicycle access. These would include buffered bike lanes on Wolfe Road along the project frontage. On-site bicycle facilities such as short-term bicycle parking should be in visible, well -lit areas and conveniently located next to the building entrances. All bicycle facilities should be noted in the Specific Plan. Therefore, the Housing Rich Alternative would not create a hazardous condition for bicyclists that does not currently exist, nor does it conflict with existing or planned bicycle facilities and the impact is considered to be less -than -significant. Pedestrian Facility Impacts and Mitigation Measures A significant impact to pedestrian facilities would occur if the Housing Rich Alternative creates a hazardous condition for pedestrians that currently does not exist, or conflicts with planned facilities or local agency policies regarding pedestrian facilities. Similar to the Proposed Project, the Housing Rich Alternative would provide pedestrian enhancements around and in the immediate vicinity of the project site to improve pedestrian access. Consolidating driveways and intersections would enhance pedestrian access as it would limit the number of locations with pedestrian/vehicle conflicts. Any new driveways or intersections would be designed to safely accommodate pedestrians to ensure that no hazards are created. Therefore, the Housing Rich Alternative would not create a hazardous condition that does not currently exist, nor does it conflict with existing or planned pedestrian facilities and the impact is considered to be less -than -significant. FEHR� PEERS 71 9. Other Items Vehicle miles of travel (VMT), neighborhood intrusion, and construction traffic are addressed in this chapter. Vehicle Miles of Travel Analysis Vehicle Miles of Travel (VMT) is presented for informational purposes for the transportation evaluation of the Specific Plan. Table 35 summarizes the total VMT estimates, average trip lengths, and VMT per service population for the Housing Rich Alternative and Proposed Project for comparison purposes. Table 35: Vehicles Miles Traveled (VMT) Estimates Housing Rich Alternative Evaluated in this Report. Housing Rich Alternative 401,316 9.71 28.5 Proposed Project included in the May 2018 TIA and Draft EIR: General Plan Buildout with Residential 330,220 8.92 30.0 Allocation (Proposed Project) Notes: Service population includes estimated number of residents and employees for each Project Alternative. This does not include visitors or shoppers. Source: California Household Travel Survey; Fehr & Peers, June 2018. While the Housing Rich Alternative generates the greatest total VMT, it generates the lower VMT per service population. Therefore, the land uses contained in the Housing Rich Alternative are more efficient from a roadway system perspective than the Proposed Project. Evaluation of Potential Neighborhood Intrusion The Proposed Project's conclusions from the May 2018 TIA for the traffic intrusion analysis and the parking intrusion analysis would also apply to the Housing Rich Alternative and include the City adopting the following Conditions of Approval to ensure that neighborhood cut -through traffic and parking intrusion are minimized: Future development in the Specific Plan shall fund neighborhood traffic and parking monitoring studies and provide fees in the amount $350,000 to the City of Cupertino and $150,000 to the City of Sunnyvale to monitor and implement traffic calming improvements and a residential parking permit program, if needed. FEHR� PEERS 72 • The details of the neighborhood parking and traffic intrusion monitoring program will be determined when the Conditions of Approval are established. The monitoring program shall include the following items: (1) identifying the monitoring areas (roadways where the monitoring will occur), (2) setting baseline conditions (number of parked vehicles and traffic volumes on the roadways), (3) determining thresholds for parking and traffic volume increases requiring action, (4) establishing the monitoring schedule, and (5) creating reporting protocols. The baseline conditions shall be established prior to but within a year of initial occupancy. Monitoring will then occur annually for five years. Construction Traffic Assessment The Proposed Project's recommendations from the May 2018 TIA for the construction traffic assessment would apply to the Housing Rich Alternative and no additional recommendations are needed. FEHR,� PEERS 73 Attachment Divider Page 1012911.2 FEHR� PEERS Attachment A: Detailed Trip Generation Estimates Table All: Detailed Vehicle Trip Generation Estimates Office SV 2,000 ksf 24,700 2,219 361 2,580 384 2,016 2,400 Shopping Center 820 600 ksf 20,331 280 172 452 982 1,064 2,046 Hotel 310 339 Rooms 2,834 94 65 159 104 100 204 Multifamily Housing (Mid -Rise) 221 800 Units 4,352 75 213 288 215 137 352 Green Roof 411 30 Acres 567 75 60 135 60 45 105 Civic Space (Gov't Office Building) 730 45 ksf 1,017 113 38 150 19 58 77 Recreational Community Center 495 10 ksf 288 12 6 18 11 12 23 High School Innovation Center 530 10 ksf 140 24 10 34 12 10 22 Gross Project Trips (A): 54,229 2,891 925 3,816 1,787 3,442 5,229 MXD Trip Reduction Trips) (B) -17% -766 -23% -1,212 -637 -24% -1,548 (Internal and Non-SOV/Drive Alone Trips) (B) 310 -9,218 -665 -212 -878 -429 -826 -1,255 Transit Hub°(C) Counts 808 126 49 175 61 132 193 Net External Specific Plan Project Trips (D=A-B+C): 45,819 2,352 762 3,113 1,419 2,748 4,167 Existing to be Removed Existing Vallco Mall Uses (E)3 -8,813 -312 -173 -485 -462 -487 Existing Vallco Mall Uses (E)3 -8,813 -312 -173 -485 -462 -487 -949 Housing Rich Alternative Office SV 1,500 ksf 18,525 1,664 271 1,935 288 1,512 1,800 Shopping Center 820 600 ksf 20,331 280 172 452 982 1,064 2,046 Hotel 310 339 Rooms 2,834 94 65 159 104 100 204 Multifamily Housing (Mid -Rise) 221 3,250 Units 17,680 304 866 1,170 872 558 1,430 Green Roof (Public Park) 411 38 Acres 718 96 75 171 76 57 133 Civic Space (Gov't Office Building) 730 50 ksf 1,130 125 42 167 22 64 86 Adult Education (Recreational Community Center) 495 15 ksf 432 17 9 26 16 19 35 Gross Project Trips (A): 61,650 2,580 1,500 4,080 2,360 3,374 5,734 MXD Trip Reduction -20% -30% -27% (Internal and Non-SOV/Drive Alone Trips) (B) -12,331 -766 -446 -1,212 -637 -911 -1,548 Transit Hub °(C) 310 808 126 49 175 61 132 193 Net External Specific Plan Project Trips (D=A-B+C): 50,127 1,940 1,103 3,043 1,784 2,595 4,379 Green Roof (Public Park) Existing Vallco Mall Uses (E)3 -8,813 -312 -173 -485 -462 -487 -949 Notes: 1. ksf = 1,000 square feet, DU = dwelling units 2. The hotel trip generation rates are from the Hyatt House Hotel TIA (August 2018). 3. Existing Vallco Mall Uses are based on existing driveway counts collected in January 2018. The existing uses account for the two restaurants, theater, ice skating rink, bowling alley, fitness center, auto dealership storage, and employee shuttle use of the site. 4. Transit hub vehicle trips are based on driveway counts and observations collected in January 2018. 5. The Hyatt Place Hotel, that includes 148 rooms, is currently under construction and will be accounted for under the "No Project" scenarios for Background and Cumulative conditions for the Proposed Proiect and Housina Rich Alternative. Attachment B: Intersection Turning Movement Volumes fJ Ca�� pa� 5i. M4rlr4@$r �� V O in G 07 • `a W Fremont Adp E FremonR Ave EI CarnlnD opal ,, -0 7 pyk Pruneili oe Ave i Gk,` � (D ! ' G 0 0 11111 Stevens Creek CD 4D McClellan A '.' 'bilrly Afibbrrk Ave r i r 4 - &CqhrgWF Q Williams Rd 13F -a a Hamill Lon AVE y 4W Campbell Ave C COXA". Bucknall Fid VIP9 MrCq Ave 4 6n - LEGEND Q Study Intersection 4 Lane Configuration AM (PM) Peak Hour Traffic Volume IM Signalized • 1. SR 85 Ramps (west)/Stevens Creek Boulevard 2. SR 85 Ramps (east)/Stevens Creek Boulevard 3. Stelling Road/Stevens Creek Boulevard 4. Sunnyvale -Saratoga Road/Remington Drive 5. Sunnyvale -Saratoga Road/Fremont Avenue & & rc E 39(69) XS)evans 49 (90) 00- X9(22) Z —12(24) 12(24)39(69) oo� y 39() - 00 88(159) 0 ce)r0(0) X0(0)0(0) )�II r s.—CBUl.— F • 2 (8) R—mion Dn. ��� r0(0) Fremont Asenue Cak Ba1— S)evans Craek BauleveN ) ff1 ))T 11 42 57 —�► ( ) 0 0 a _ () O /OJ 0(0)�r 0(0)�r 0(0)— 0 (0) 122 (116) v O /0J 122(116)—�► ooh 0(0)—► �► oc�o o V 0(0) �E E I� 0(0)x' oo� 2(8) �r � 11 (7) NooO w 000 6. Sunnyvale -Saratoga Road/Cheyenne Drive 7. Sunnyvale -Saratoga Road/Alberta Avenue 8. De Anza Boulevard/Homestead Road 9. De Anza Boulevard/1-280 Ramps (north) 10. De Anza Boulevard/1-280 Ramps (south) � m m e 0�0 m 0(0) a 00 m 0(0) ON�N X15(35) 0� X3(6) v� a 070 = .�Q(0) 070 40--0(0)OWN X13(25) OM +_O(0) NN m O?1(♦O�)CM1 ne Dme Acenue ,r O(O Homes[aetl RoeE IrO?(?F02?Rem nonM1 Remssouth I?1I ?1O?1(♦O�)Alberta I I ????11--280 0 (0) 0 (0) 0(0)— 0(0)--o 0(0)-+ —c,) 0(0)---'- 0^0 17(22)—► NMO m� 0(0)-+ Mo 0(0) 000 M 0(0) 000 M 16(20) X00 c') (0 N 53(45) v0 11. De Anza Boulevard/Stevens Creek Boulevard 12. De Anza Boulevard/McClellan Road 13. De Anza Boulevard/ Bollinger Road 14. De Anza Boulevard/ SR 85 Ramps (north) 15. De Anza Boulevard/ SR 85 Ramps (south) 0 m O O W G` 69 (136) N 0 0 0 0 (0) G` v N 1 (1) N G` 0 w- 137 (60) V cc 100 (190) � 0 (0) o ~ 1 (5) of +- 0 (0) v JJoI IoI r 61 (205) JolIclo II0 � 0 (0) JJAII ILO ` 111" r� 0 (2) Ic$I b- 0 (0) II ISII 111�� SR 85 R..p. south 0(0)� S)arens C eek Ba 1—M III� 0(OL-0 MCClellen}RoeC-Pec Dr. 4(2)�r }} Ba11in er Roetl If SR 85 R..p. nae M1 ))TTT 0(0)--o 142 (135) ooh 0 (0) -.g* 4(2)— o' o n 0(0)-+ no 0(0)— O O N aD 0 (0) ONO aD 0 (0) �• O N O N V 0 (0) — NO N 16. Saratoga -Sunnyvale Road/Prospect Road 17. Torre Avenue/Stevens Creek Boulevard 18. Blaney Avenue/Homestead Road 19. Blaney Avenue/Stevens Creek Boulevard 20. Portal Avenue/Stevens Creek Boulevard � m � a m o _ 0 (0) 0 At_ 0 (0) m 0 (0) o o= m At-- 6 (15) o 0 o 4— 0 (0) m w o W —0(0) rr 0 230 (532) 22 (45) 0 0 230 (532) 0 0 0 238 (558) —0(0) Pros - Raatl r0(0) 5[e ens Creek Boule artl r0(0) H­­Raatl r201) S.—ns Craek Baule eN X0(0) 5[asens Creek Boule artl } } �II� 13(6)--r 0 (0) �► o rn o 0(0)— 406 (307) 0 0 31 (38) 00 0(0)__O 406 (307) o o v 0(0)--w 0(0)a 428 (325) —moi 000 0(0) A o�0 N 0(0)�T' 00 12(13) �0 0(0)�r' 000) 0(0)� o00 21. Perimeter Road/Stevens Creek Boulevard 22. Wolfe Road/EI Camino Real 23. Wolfe Road/Fremont Avenue 24. Wolfe Road/Marion Way 25. Wolfe Road/Inverness Way rc � _ p co ��� X78(65) X81(181) o°Do omo X0(0) x-0(0) oho 0(0) r0(0) rno 0(0) +-0(0) 0 LO 3 opo oho X0(0) X0(0) _ 0 (0) St -0—k... 411 0(0)— r —29(28) ff El Camino Real I I iii' 0 (0) Freman —nu. 7 (5) ? Manon W e I 0 (0) 7 (5) } ss W a f 337 (259) �� 411 IF 0(0)__w ) Tt� 91 (66) 000 0 (0) N Ii Fc 0 (0) —i v o lot m 0 (0) o) 0(0)x► o00 17(16) 12(21)- m 7(5) M c) 0)�- LO N oo 0) 0) O Figure 131 Project Trip Assignment — Housing Rich Alternative I I 11 . h'14nr4@$r �� V O in G 07 • `a W Fremont Adp E Fremont Ave EI CaminD Real I' LV HpmeStead , fi D 0 ,. !l7 m Rfuneildoe dive i GO 03) M 1120 ' G OD db Stevens Creek McClellan Ad, •.'bflrly �, Afibbrrk Ave 4 &CqhrgWF Q Williams Rd t 3 a Piyrne Ave o -k a Hamilton Ave y r � �aspe�cl Rd W Campbell Ave Cox AYt . Bucknall Fid f r j 4 2 / '� MCC +Ave LM - LEGEND Q Study Intersection 4 Lane Configuration AM (PM) Peak Hour Traffic Volume IM Signalized • 26. Wolfe Road/Homestead Road 27. Wolfe Road/Apple Park 28. Wolfe Road/Pruneridge Avenue 29. Wolfe Road/1-280 Ramps (north) 30. Wolfe Road/1-280 Ramps (south) L 3 OppO opo -�0(Q) X0(0) oM7 3 OppO °ro -0�0� Cl) 3 OppO o/JI,°ro Q 0 X0(0) Cl) 3 V o°r -31(2)(217) 3 � oLO 3111(If3,oZm)e—d ,1r111f' ,x1111-280 R -d �IJIo, • le Park • � n— a —nua Ram s n— ��11• Ram s sou1M1 /f' 111f'1-280 1 I `1 `11011(O1P. 0(0)--w 1 1 1 1 1 1 1 1 0 (0) I I I I I I� �w 1 () —'ORO O 0 () ^ N () — �• ^ ^ N a 279 (206) O M 38 (42) _ NON r O 1M r 0 (0) ONO LO r 1M r v0 N 0. Cl) 31. Wolfe RoadNallco Parkway 32. Wolfe Road/Stevens Creek Boulevard 33. Miller Avenue/Calle de Barcelona 34. Miller Avenue/Phil Lane 35. Miller Avenue/Bollinger Road co It X45(94) 1)^ 4t-90(67) o�0 0 0 () o 9 (9) oov 38 (20) L!)NM Cl) C11 X36(31) O.v �(V(D �-73(61) Imo"" ONO '>�0(0) C' oNtn X0(0) O NOS i-0(0) w-95(253) 0 (0) Creek Boule and 0 (0) Cella da Barcelona 0 (0) 0 (0) -lingar Road 11 -1m PeMw 1 Phil ore 1B 1cens 1 111f' 196 (398) � 126(140)— � 0 (0) 0 (0) 8 (4) � I 15(35)-1- 27(71) �O0 0(0)-+ o 0 0(0)-, oN0 0(0)- oNo 30(86)(DAN mm� 2(10) mrno 0(0) o�0 0(0) 0Oo 0(0) 00O (o r, ID E Ln 36. Miller Avenue/Rainbow Drive 37. Finch Avenue/Stevens Creek Boulevard 38. Tantau Avenue/Homestead Road 39. Tantau Avenue/Pruneridge Avenue 40. N Tantau Ave/Apple Parkway-Tantau 14 LL ^ 00 oVo X0(0) oo X0(0) F o00 0(0) o�0 0(0) orno X0(0) 00 X163(128) 000 31 (32) No X0 36 (37 ) oCLOO +-0(0) 0(0) x0(0) Creek Boulevard A 22(21) H...—Roetl 41� 0(0) R 17r Rainbow Drive 17r RAR l♦e�rPerkwa Tantau 16 111 RBt7ersens imp 0(0)_, III 0(0)— II 0(0)--w 0(0)--o 0(0)� oVo 92 (244) 0O 21(45) ooV 0(0)-+o�o 0(0) N 0 +' 0O 0(0)� oov CO .0 v 0 N 0(0)— 000 41. Tantau AvenueNallco Parkway 42. Tantau Avenue/Stevens Creek Boulevard 43. Stern Avenue/Stevens Creek Boulevard 44. Calvert Dr -1-280 (west)/Stevens Creek Blvd 45. Agilent Driveway/Stevens Creek Boulevard OJ E 1Onoo F 0(0) +-0(0)0(0) o-M�- W 0� X100(80) 152(120) o0o m 000 X 0(0) X252(200) o00 O00 X252 200 () 00o a 000 X0(0) 252 (200) J11 0 (0) -1. Par wa 0 (0) S.—Creek Boulevard 1 —0(0) Stn. Creek Bau1e aN `i�� b-0 ( 0) 5levens Creek Bau1— 1 X-00) Stasena Creek Boulevard } t Y 39(81) 1(1)--r 0(0)__v—� 79(166) 0(0)--4 0(0)-.g* 80 (199) ��� 134(336)—�► o00 56(170) 0O 79(167)-- o00 54 (138) 11 (44) �No 0(0)x' o00 0O 0(0)x► 000 Ngo ¢ 46. Lawrence Expy (west)/Stevens Creek Blvd 47. Lawrence Expressway/EI Camino Real 48. Lawrence Expressway/Homestead Road 49. Lawrence Expressway/Pruneridge Avenue 50. Lawrence Expy (east)/Stevens Creek Blvd �o P �— Ngo X0(0) sp m X0(0) `1,Vo X0(0) 0(() �o X208(157) Ngo .~-7(5) L�ic�o X19(20) Nvo �-12(13) r --74(75 74 75 ) —23(17) IIIIII 7 (7)— IIIII Sievena Creek Boulevak 18 (29)a EI Camino Real Homasteatl Raatl 19 (33) � Pru—rid.. Acenue Slewna Creek Soulewrd 24(46)--4 79 (167) —► 3 (9) —� o o L 11 (29) —i o � �_ 7 (18) 31 (60)► 48 (107) N -a —�► 0(0)x► oo� O 0(0)� o�� V 0(0)� o�0 M oo m M Figure 132 Project Trip Assignment — Housing Rich Alternative I EJ Cay�� deal 5i. M4rIr4@$r �� V O in G o7 • `a W Fremont Adp E FremonR Ave EI CarnlnD opal ' LV HpmeStead ,�� � ,fi ,, -0 7 py k Pruneddge Ave i GO a1105tevetis Creek CD McClellan A •.'bilrly Afibbrrk Ave 4 - &CqhrgWF R Williams Rd Il'f. -a a Hamill Lon AVE y 4W Campbell Ave C COXA". Bucknall Fid a }' MrCq Ave LM tjl – LEGEND Q Study Intersection 4 Lane Configuration AM (PM) Peak Hour Traffic Volume IM Signalized • 51. Lawrence Expressway/Calvert Drive -1-280 SB 52. Lawrence Expressway/Mitty Way 53. Lawrence Expressway/ Bollinger Road 54. Lawrence Expressway/ Doyle Road 55. Lawrence Expressway/ Prospect Road m � m s r- to X1(1)m .4(3) oo X6(4) oho m ao 1`0(0) �— 0 0 ~ () 11 10—Dris�l-280 Saulbbauntl Ram 111 1 0 (0) Ballin er Roetl N N 111 —0(0) O N O X111 Ir 0 (0) Pma Roetl 111 rrr� a (0) �. a (0) ^000 0(0)--o 38(93)—i rno coo 1(4)—i Ino 0(0)� ouzo 17 (77) �o oo �0 <D 15(71) in o In �0 o 0(0)— opo 0 56. Lawrence Expressway/ Saratoga Avenue 57. Saratoga Avenue/ Cox Avenue 58. SR 85 Ramps (north)/Saratoga Avenue 59. SR 85 Ramps (south)/Saratoga Avenue 60. Cabot Avenue/Stevens Creek Boulevard s o —0(0) o°DoN 0(0) 0(0) o00 6(23) vo o 4-0(0) o�� 0(0, X17(81) 0o0 X11(58) 11 r0(0) Sereta.Aenue �1A W. Cox Arenue AltSereb eAcenue Sereb eAcenue X-0(0)2) S�[e Creek Soule artl I I I I rcens 78(24)— 0(0) 0 (0) 0(0)x4 ovo 0(0), ooh 15 (13) 2(5)--w 45 00 0(0)-,* o�0 M 0 0 � () o�0 15 13 ( )� oo� MD 0(0)x. (102) 0 (0) 41 00 61. Cronin Drive/Stevens Creek Boulevard 62. Woodhams Road/Stevens Creek Boulevard 63. Kiely Boulevard/Stevens Creek Boulevard 64. Perimeter RoadNallco Parkway 65. Lawrence Expressway/Kifer Road $ _ Eoo m° o C14 voo 0 0 t� () moo 0 0 � () ss moo X0(0) Nom X140(115) ooNo X0(0) In00 X61(63) X00 X38(39) rnoo -21 21 oo r� � 0 � �— �— 43 37 ( ) O opo �— () r 0 (0) —0(0) J `i� K— 0 (0) rr 0 (0) w-17(22) Kner Roetl S�tervans Craek BauleveN �S[a— Creek Soul.. r Stevens -.1 —1— )1� V-1.Perkwa ??? 1 (3)__4 41 (91) I voo 7(16)__o 27 (60) I c000 6(13)— 16 (34) o 00 293(291)— 16 ( 36) —�i 0 (0) 0(0)� rn�rn 3(8)x' voo 7(16)x' �o0 6(13) rnoo 16(20) �c')� 66. Lawrence Expy/Reed Ave -Monroe St 67. Lawrence Expy/Poinciana Dr -Cabrillo Ave � P ass, m 0(0) o°0'o s 0(0) oc�o X0(0) 0o`oo0 X0(0) 11 (13) Re-nua-Monroe Street �111� 5(1) Poinc}an}a.}DrisaDabnllo Acenue Ic )TTTr 0(0) a 0(0)__r ()(0)- 11(13) _SN ID 4(3)� Mac, P_ Figure 133 Project Trip Assignment — Housing Rich Alternative 41. Tantau Avenue/Vallco Parkway 42. Tantau Avenue/Stevens Creek Boulevard 43. Stern Avenue/Stevens Creek Boulevard 44. Calvert Drive -1-280 Ramps/Stevens Creek Blvd 45. Agilent Driveway/Stevens Creek Boulevard 46. Lawrence Expy (westyStevens Creek Blvd 47. Lawrence Expressway/EI Camino Real M a 3 (9) N M 498 189 �— ( ) N 120 (7) () rn $ ; � ! '— 1,647 (1,270) m ro - � 198 (9) •— N £ •— N ui v o -- s •t`— 233 (126) �— aa� 6 (49) m �— 1,394(975) �—rn�o m .-.� o -� .•�— 1,943 (1,104) n a .~— 0—r 111 (349) 2,947 (2,128) �— 2,664 (1,532) ~ M �— 1,267 (1,082) 8(27) �� r 154(167) w 0— 100 187 ( )�� �o� 0-42(23) co� �rn� 246(183) Va Sle*wns Creek BouleveN Stet 4�� SNwlla Creek WIVE Stevens Creek BOWewN Stevens Creek Blva EIC I I 161 (296) Orn 211 (176) �i 1* 47(35)— —► w - N "M —► 715 1,262 —► ( ) ro 0-n 285 (78) o S - N —► —► 174 (246) M O N 10 (6) �► vvrn M 797 (1,513) —► M r o 983 (1,995), N " 0-n o� —� 236 798 r- ao 954 (1,587) —► —► o � a 0-n 1,069 (1,762) —► —► 707 (1,797) —► —► ��� 104 (353) M a 34 (107) o 0-n r` �� 36 (115) M 27 (5) — —► 170 (257) �► M o N m o N 48. Lawrence Expressway/Homestead Road 49. Lawrence Expressway/Pruneridge Avenue 50. Lawrence Expy (eastyStevens Creek Blvd 51. Lawrence Expressway/Calvert Drive -1-280 SB 52. Lawrence Expressway/Mitty Way 53. Lawrence Expressway/Bollinger Road 54. Lawrence Expressway/Doyle Road 243 201 ( ) M °' '0 — 527 (155) co j �� e �^ N v ��^ v �a 256 (110) O n 778 (411) o � o —307(132) = ~ 232 253 ( ) N N 0-o ( ) r w W '-' �— 666 (458) vv W N 743 (263) urni r 351 (295) O `r° 5 r 368 (252) �— 1.373 (901) m ro 114 718 ( ) M rn N0 aJI, -45(151)M N —257(116) IIIIIIItIIItII �aE RoaE Ia 441 LL enweBe Bird •�•� �•�• a. R.d �glsia♦p"aecreek II 1c1a1vdDr�.�i-80SB IIII I Ittrl �r TTTI R�r 7-Im 259 (436) mnm 130 (201) "coN mvo 130(74) �► nn 0-o no N 764 263 ( )� ^�� �M 286 798 —� ( ) r? 137 (287) —► `b O yr v 315 (385) 880 (1,787) M � vm v 235(492)— c v 341 (960) —► �N m (362) 117 (199) 252 (911) _ 188 (571)107 n 0-n o w o Qui N M M M 55. Lawrence Expressway/Prospect Road 56. Lawrence Expressway/Saratoga Avenue 57. Saratoga Avenue/Cox Avenue 58. SR 85 Ramps (north)/Saratoga Avenue 59. SR 85 Ramps (south)/Saratoga Avenue 60. Cabot Avenue/Stevens Creek Boulevard 61. Cronin Drive -Albany Drive/Stevens Creek Blvd ro £ o vvv v 326 (209) —118(80) N "u� 45 53 ( ) p 462 255 ( ) � ro 643 1,127 ( ) coo 11 23 ( ) Cvv 63 31 ( ) corn 0-n .— 845 (569) O rn g — 624 (719) rn o '"' 187 124 r �— �— 963 (1,227) r 528 (677) m w 1,225 (779) r o 1,030 (724) M M 0— 60 (153) N N 5 0-r 171 (266) N n U 395 (219) o N 33 (77) n M 0-27(36) a c 10-1�11S1eJreI1 a I I I I II I I� eAwnue Sere1 a �� Stewre Creek Boulewrd St -Creek BIM I I I I II ]S/emro I�I 458 (316) --0 500 500 (329) �► S m M 194 (168) —► a N M 438 (232) a 1,025 (658) - 34(78)— ► � a 38(43)— ► o vM 452 (704) � ��� 619 (818) ^ �� 81 (152) �m 809 (591) SN C 612 (348) - 607 (1,500) —► �� 534 (1,506) —► m N 153 401)--4 Ngo 17(21)1 ornN 214(251) ��� -- N M 18 (37)� NM 113 (195) mMN 62. Woodhams Road/Stevens Creek Boulevard 63. Kiely Boulevard/Stevens Creek Boulevard 64. Perimeter RoadNallco Parkway 65. Lawrence Expressway/Kifer Road 66. Lawrence Expressway/Reed Avenue 67. Lawrence Expressway/Cabrillo Avenue p in f ,--67(60) 'r m ^ M A 285 151 �— ( ) rn v v 166 145 ( ) N -1O v c, O v 203 260 0-R- ( ) w M g' 1O s W— 492 167 ^�^ N $ 138 (36) mom 3 1,068(681) rn m Y 1,066 (542) mon —228(506) ,r o r 283 (253) rn 0-n M —364(149) v r 69 (55) M 0— N m 0— 55 (65) o 0 0 —5(25) 0 7 0— 103 284 ( ) m m N229 rn —I 138 0— ( ) m- r' r 136 (75) ek IN Kihr Roatl ReetlAwnue r Stevens Creek -1— co Farkas �r 10-11171 I I II 10-111C I II 1�111JI I II 68(98)— aRO 171 (203) 111 (163) 390 (197 46 (71) 570 (1,501) —► �"" 0 311 (1,234) —► N N vv'-' 371 341 ( ) —► 185 (486) —► r` c`! 226 (360) —► vr� v 83 (86) m " 23 25 ( ) 0 N —► 144 (227) �r n co N 409 316 ( ) —► 146 (663) o N �� —► 239 (276) � �� �► 122 (88) n � �-� O N N M _rn 0-n NJ M rn M FEHR,�PEERS LEGEND Q Study Intersection AM (PM) Peak Hour Traffic Volume W- 4 Lane Configuration 0 Signalized Existing with Housing Rich Alternative Intersection Turninq Movement Volumes FIGURE B5 1. SR 85 Ramps (west)/Stevens Creek Boulevard 2. SR 85 Ramps (east)/Stevens Creek Boulevard 3. Stelling Road/Stevens Creek Boulevard 4. Sunnyvale -Saratoga Road/Remington Drive 5. Sunnyvale -Saratoga Road/Fremont Avenue 6. Sunnyvale -Saratoga Road/Cheyenne Drive 7. Sunnyvale -Saratoga Road/Alberta Avenue N � w rc M rc M rc W 0 �N M .~- 1,018 (850) �O W - ��� Ir. 184 (154) M�LLan �') g vv y t� 48 (57) _ im- M�� vvv 1L 208 (155) .--. �N..O W M 93 (24) N�N..a m V N m 188 (45) fD r 147 214 ( ) -653(648) r< ~ 743 825 ( ) M ro N r 856 (1,066) �� M _ �r 248 (273) ro a o - r -694(489) CIL i 35 (7) N �- ± 108 50 ( ) N" u> o � r �- WOO � OM 0- 348 (416) O M O M W - Ir 417 (432) 7 N O NOS All 197 (206) NC` � � � 40 (12) O NSM 85 36 ( ) -h. Creek Bouleeak SlerxnsCreek BouleveN fI�1 Iy1 ♦•� IIy Iy •�• Iy �• ° �• Dn. I1y Iy 4� ITIr,e R ?}CM1eenne ITIf ITlfne. R ?} ?} ��Tlf° -� 1,346 777 tr 96 7r 48 311 366 ( ) o m o 163 128 ( ) �► M N 286 291 ( ) �► N rn r 21 12 ( ) D o r 86 64 ( ) N ro o (1,310) -► 156 (245) (470) -► 1,690 (1,779) "o o 0 7 J - J -� 989 1,260 � ( ) N � � 280 370 ( ) �► � ? � 484 945 ( ) -► � a � 8 15 ( ) � o � r 34 90 ( ) � rn �► -► m ' m v 181 (306) on n 98 (177) �N 165 (205) �► m `_� 42 (27) v� N 92 (42) ro �M N O O W N O 8. De Anza Boulevard/Homestead Road 9. De Anza Boulevard/1-280 Ramps (north) 10. De Anza Boulevard/1-280 Ramps (south) 11. De Anza Boulevard/Stevens Creek Boulevard 12. De Anza Boulevard/McClellan Road 13. De Anza Boulevard/Bollinger Road 14. De Anza Boulevard/SR 85 Ramps (north) �M qu- W �a _ 379 (272) � ,v 775 (891) �M 2 M C4 -448(438) o N N L_ 100 (43) m N C a 566 (295) vN a 1,098 (651) n W w X 674 (641) o� 0 0 ( ) °' a SON X 864 895 ( ) °� g 0- 85 112 ( ) �- 126 (131) a n o X 0 (0) OqM r 524 (399) M� ro r 579 (627) �^ i m N 0-n r r 303 (559) Or -M N o n 1-45(214) nN0 <o <$ N r 158 (228) M r 150 (243) JII,I JII, IN �•�•�� u.a Roee �iiii °onn J • i 0Rereesoem IaI 441" sR,ere°s cre7rek Bo°iev°ra 441z Ro°tl es Reresvw eonn R1� �'7I I I��II I II I I.re: TTTTTI I ITTTl R ♦p�tit°Cieu°°Roea ITTI �r ♦p"Bom°e, ITT �r RsR 281 (212) Moira M� 714 (387) �m 254 (187) NRRFSM 177 126 ( )� NMS 104(93)a oNm rNr�M 408(881)- �� o? 1)(26)-+ N 583 (1,150) -► v w 57 (122) �► m- " 46(108)--4 O N SM 378 (363) M Z:,w O Z, 853 (569) �� 150 (361) a 210 (524) �� 11 (45) o �M N 7 M N N a M N M a N mow N M� O N M M 15. De Anza Boulevard/SR 85 Ramps (south) 16. Saratoga -Sunnyvale Road/Prospect Road 17. Torre Avenue/Stevens Creek Boulevard 18. Blaney Avenue/Homestead Road 19. Blaney Avenue/Stevens Creek Boulevard 20. Portal Avenue/Stevens Creek Boulevard 21. Perimeter Road/Stevens Creek Boulevard N w a r a A 541 (241) 0 __ 112 (35) m � 0 (0) Mo^N ? m 84 (86) 0u 161 (85) a m 8 ,V-- 131 (88) o r 233 (186) 1,720 (1,775) �- 1,086 (1,012) w 1,795 (1,728) ��� 1,961 (1,851) n 1,948 (1,529) 0-InII M M roI N e r 124 (331) w x 204 (109) r 210 (359) 0- 112 (192) a m 0- 15 (38) `r v w 0-71 (132) SR 85 R. - IM 11Roetl 1�JI I I �{]I I I ° steetlRoeO SteRve*{n^sCreekBoulevaN BtevensCreekBoule�sN I Steryv*e]ns/CreekBouleveN 1}lam 1 �{]I I I 249 (137) com 117(113)- 156 ton<NDN 54(96)--w 1,27 (2,073 0<0 Nn io 763(1,278 149(165)-► 1,250 (2,119) 62(72)-MN 1,574 o�� 380 ( 309) ) __4-► 1,368 (2,165 rn7 R0 "o"0(0)-+ (494) (397) 88(461) _SL ► 85 (109) 226(352 28 (101) v A (2,290 17 (35301 M 4(20) N N N 22. Wolfe Road/EI Camino Real 23. Wolfe Road/Fremont Avenue 24. Wolfe Road/Marion Way 25. Wolfe Road/Inverness Way 26. Wolfe Road/Homestead Road 27. Wolfe Road/Apple Park 28. Wolfe Road/Pmneridge Avenue ro .- 267 (158) M O r$ v0 3 127 (16) �^ 3 106 (117) M z O 3 0-n M 88 63108(75) _ N 3 N° �N..O 3 r 40 (313) �r i , M 1,013 754 ° 42 25 r ( ) ro N N +_0(0) () �N 84 87 ( ) N M '- 809 (782) r o rn ^ c'! r 126 (999) � ;ftr 4 (0) Ir N N n ao 0-463(567)() r r olp� 7 (12) m 78 (52) V to n - N 58 (28) N O O r 549 (559) O - a r r a 223 (135) JIo ��•�� Reei • �n 4�� °ve Ahreetl Roea IM • ar°°e0,,, are°°e R ♦p" ITl 1�R I ITTI R�r fieri..ihh I ITTI �r ♦p� ♦�r �I I I R1� I TTTT 59(64) M 461 (437 8 )"SC FOR 0 ^o a^ 35 23) MN (1,358) MNCo' o 193(432) - N N 54 633(913359 N 6(17 2 ) ((186) a�o v7 � 255 (477) 214 (427) �� M 61 (58) m 352 (337) 4 w � 101 (77)x' M M N 7 N O <V O Ni 29. Wolfe Road/1-280 Ramps (north) 30. Wolfe Road/1-280 Ramps (south) 31. Wolfe RoadNallco Parkway 32. Wolfe Road/Stevens Creek Boulevard 33. Miller Avenue/Calle de Barcelona 34. Miller Avenue/Phil Lane 35. Miller Avenue/Bollinger Road M M ^ rc rc N 1 rc rc W^ P m 226 763 ) 0^ 0 N a m 390 336 - 158 34 ) 117 (39) N a - 385 (154) N OM k- 970 (746) 0-877(787) So 1O<o �M rn t` 40 37 ( ) vv nen 1,135 814 r( ) �`�� 1 (1)( N C t` 6 (2) O u� ro 769 (510) r M u>c O o r 163 (411) ,o <q, N x-91 (258) oo<n ,n M 48 (11) kn <ON to 69 (34) <�M� N r 62 (164) X11 Rere. nenn X1111 Rem . �m �111�� veu�eRerit,.e suw°e cr.ek B°meuam ? y ?ceneaeBereeie�e } Rmike�e -11h- Roae ��� }} � m 214 (432) a rn o N 576 (626) a ^ N o 1 (1) �o - 8 (23) r- � C' 209 (92) rn M 1,160 (433) 5( 915 (675) � M v°p 20 (47) N ' 610 (1,564) ��� 7 (2) �► N m a -► 5 (3) N �� 504(864)- 04 (864) - 30 (104) m 88 (351) _"i 't Mo' 1 (1) a 6 (26) 73 (89) u, M N ap � M' W � N ro N 36. Miller Avenue/Rainbow Drive 37. Finch Avenue/Stevens Creek Boulevard 38. Tantau Avenue/Homestead Road 39. Tantau Avenue/Pruneridge Avenue 40. N Tantau Ave/Apple Parkway-Tantau 14 LEGEND m m 10 4 (34) 4-70(107) vrn£r27 ( 20 ) 246 (100) 9 ( 31) Study Intersection Q_ 193(93) r96(29) 1�(1,239)449 1,095(996) +-10(3) M m 2 197(124) 19(124) AM (PM) peak Hour Traffic Volume 1� k- ebw Dae R Ao e W ,Lane Configuration 144 (86) rn n 0 80(162)--* OR 11 (33) --A 00 ro 70 (269) --A rn 0a Signalized 9 249 (148) N 954 (1,818) -�► v N ro 884 (1,303) O r O CM E O 9(8)-+ o n V 56 (58) v n O 194 (114) N rn 399 (280) o^ m o N M N 53 (203) n M n FEHR�PEERS Background with Housing Rich Alternative Intersection Turninq Movement Volumes FIGURE B6 41. Tantau Avenue/Vallco Parkway 42. Tantau Avenue/Stevens Creek Boulevard 43. Stern Avenue/Stevens Creek Boulevard 44. Calvert Drive -1-280 Ramps/Stevens Creek Blvd 45. Agilent Driveway/Stevens Creek Boulevard 46. Lawrence Expy (westyStevens Creek Blvd 47. Lawrence Expressway/EI Camino Real C 3 (9) vv 970 319 �— ( ) 123 11 ( ) o CS� f 2.454 (1,646) ro - �— 198 (9) v •— � v s —233(126) �— 6 (49) o 1,622 (1,197) �.-.� 2,642 (1,483) M r o .~— r 138 379 ( ) "o " 3,818 (2,543) N 3,479 (1,885) M �— 1,330 (1,188) NNao 8(27) roo N r 154(170) N r 112 275 ( ) N`ry `g r oo� 0-42(23) ��m X255(185) Slewns Creek BouleveN 4 Va Sbt $Nwlla CreeK Blvd I S—, Creek B.— srewns Creek Blva EIC t 392 (379) On " 288 (212) a m �� 81 (40) —► w N N ro "s —► 837 1,446 —► ro rn Z s 288 (102) o S -'N —► —► 319 (318) a n r2 N 10 (6) �► vv ul M 927 (1,717)—► M M a 1,158 (2,425)—► u2 N oc —► 304 (1,165) '-' r- o 1,073 (1,741) —► o a rn 1,189 (1,923) —► —► 773 (1,902) —► —► ��� 124 (373) � 35 (109) o CO n 36 (115) M 27(5)-- —► 234 (400) m ron N 48. Lawrence Expressway/Homestead Road 49. Lawrence Expressway/Pruneridge Avenue 50. Lawrence Expy (eastyStevens Creek Blvd 51. Lawrence Expressway/Calvert Drive -1-280 SB 52. Lawrence Expressway/Mitty Way 53. Lawrence Expressway/Bollinger Road 54. Lawrence Expressway/Doyle Road a M v �� —531 (156) M v `�� rlvN N 1L 305 (125) --335(274) 857 (497) �N 331 (144) v 272 (276) o u� ^ 754 (241) r rn 669 (465) o o-257(116) 758 (264) r m r 399 (327) rn r 378 (260) e �— 1,489 (1,053) ro ; q o 114 (71) n r 45 (152) N N o 257 116 ( ) )IIIII iiia" Roae IIlIIIlI I �i41" anweoa Bird calvdDr�.�i-80SB •�•� �•�• I ITTTt R�r �sgcle.♦wp"�:creek I I I I TTTI 7r ���I 41, R�r 7-Iime<R.d I ITTt 350 511 ( )tel J 137 212 ( ) ^� — rn Nrn 130 74 ( ) �► n m � ro n o M N 801 275 ( )-A rn ui c WrV ui ui WM 319 897 —� ( ) `�' � 145 (308) —► 1O L v o N 362 (432) � 968 (1,946) M 2! n n v 273 (706) —► ? � ? � 347 (962) —► � 4 — r`! 111 (394) o �0 150 (394) rn �N M o 0 331 (1,186) �� O �� 201 (600) o �� W V M N O) NMS N M O 7 NOS T M f D O V ODOR � r Cw W o O V cc W M M(c O V O. N r[) N 55. Lawrence Expressway/Prospect Road 56. Lawrence Expressway/Saratoga Avenue 57. Saratoga Avenue/Cox Avenue 58. SR 85 Ramps (north)/Saratoga Avenue 59. SR 85 Ramps (south)/Saratoga Avenue 60. Cabot Avenue/Stevens Creek Boulevard 61. Cronin Drive -Albany Drive/Stevens Creek Blvd v� M v 330 (210) .�— 118 (80) Z N 45 53 4— 465 (263) � 651 (1,151) V o 13 33 ^ 64 38 M 845 (571) O n 627 (737) rn h 187 (124) r �— .— 994 (1,388) 0 0 o r 555 (826) N� 1,378 (954) o rn v o 1,163 (874) M r 60 (153) MMM r 178 (286) N w 395 (219) rn M o N r o N r 33 (77) p M o r v 0-28(42) R1� so7ral� o I ITTTI 4l� I�I sorero aawooe I I I �,�i serer o �� srewoa creek Boolewra I srewoa creek Blra t R�r 1117 466 (317) ^0 c��gi 722 426 ( ) n oro SNM 194 168 ( ) aNM 438 (232) coon o�� 1,058 (681) —► — 34(80) N rn43(59)--4 ui ui N �� 455 (704) -�-► �� 640 (839) ^ 81 (152) vo v 853 (633) vN 612 (348) 709 (1,695) —�► �� 635 (1,671) —�► 154 401 ( ) M 0 17 21 ( )terN r- rn 214 251 ( ) 0 �0 ��� M 18(39) �► �� 118(211) N W N Nro� � r O N NM 62. Woodhams Road/Stevens Creek Boulevard 63. Kiely Boulevard/Stevens Creek Boulevard 64. Perimeter RoadNallco Parkway 65. Lawrence Expressway/Kifer Road 66. Lawrence Expressway/Reed Avenue 67. Lawrence Expressway/Cabrillo Avenue c N „ ^ o 69 (69) M a 288 174 ( ) rn v v 169 147 ( ) ap ^ °' �`o° M v 206 268 �� ( ) ^ N ^ @ 1O �� '" v M �—503 (171) M �M 146 (41) Co 3 1,195(840) o o✓ Y 1,191 (716) 0 0 0 289 (722) o a —292(253) o N —368(155) �� *V-- 77 (61) O V V 16 (23) - N oo r 55 (67) o r 5 25 ( ) O 7�NI r 112 292 ( ) m 234 138 r ( ) N N r�aD 136 (84) srewns Creek -1— 4ek co Farkas Kihr R- Hvenue 0 r 1r 1r1111JI ( I II 1r 1111JIReetl I II t 1r111 I II 69(104)— Nina 177 204 ( ) NMS 111 164 ( ) voN 419(201) ro�ro 18459(71) --* ooaro 682 (1,660) —► v---- 0 —► 428 (1,395) —► N o vv" 383(350)— —► 185 (486) —► C" m Ll v 232 (363) —► v'n v 93) 84( 93 vao v 23 (27) N 149 (229) o N 640 (440) 154 (663) N �O 244 (278) N �� 123 (88) F A r�i m o 7 M T m N 7 FEHR�PEERS LEGEND Q Study Intersection AM (PM) Peak Hour Traffic Volume W- 4 Lane Configuration 0 Signalized Background with Housing Rich Alternative Intersection Turninq Movement Volumes FIGURE B7 1. SR 85 Ramps (west)/Stevens Creek Boulevard 2. SR 85 Ramps (east)/Stevens Creek Boulevard 3. Stelling Road/Stevens Creek Boulevard 4. Sunnyvale -Saratoga Road/Remington Drive 5. Sunnyvale -Saratoga Road/Fremont Avenue 6. Sunnyvale -Saratoga Road/Cheyenne Drive 7. Sunnyvale -Saratoga Road/Alberta Avenue O O W �- 8) () OOm - IL 184 (154) O�v N M = 56 (67) O SMO �n W v v 5 - 251 (190) c6 W i ,� v S 108 (28) W N� c`on'-'o 219 (53) co N r 174 276 ( ) p —833(955) �° N r 1,116 (1,241) „-, m r 278 (315) n o ,� i r 801 (557) �' o i 41 (9) �� ± 126 (59) uNi o r ~ N coi r' r 348 (416) m r 476 492 ( ) NIy� N 228 234 r ( ) 0 co 47 14 ( )MI1y N N �y a 99 (42) -h. Cree fI�1Iy1 � IIy Iy mm Dd.k Iy� M1�enne Dn. v T0I }fCu T } RnIf TroN? --►► 1,389 777 q 7 46i7 323 (395) NMI 188(147 332 (337) 25(14) o? 100(75)'16 1r� (1,361) 156 (245) (470) --►► 1,6 n�o� n 7 � ,() () te+? 576(1,1 10(18)�40(105 vRI oN N 202 355) 114(205 188(237) 49(32 NMN, 107 (49) Mo n c6 8. De Anza Boulevard/Homestead Road 9. De Anza Boulevard/1-280 Ramps (north) 10. De Anza Boulevard/1-280 Ramps (south) 11. De Anza Boulevard/Stevens Creek Boulevard 12. De Anza Boulevard/McClellan Road 13. De Anza Boulevard/Bollinger Road 14. De Anza Boulevard/SR 85 Ramps (north) 7 CO E O A E o v E rn ^ E N & -e neo m _ 391 (274) eo El� M m° w- 852 (910) W_ - N m° �� W i n vv� - 460 (442) W m° o N N 1� 100 (43) T^ m N A 567 (296) T N m vN a 1,117 (660) ....n r 676 (652) o m g 0 (0) o a ro o o 1,053 1,031 ( ) ao rnrnc� g 85(112) nm� �- coo o ��"'' N x552417 ( ) a� ro �IlI r 610 (644) no m WON N o aI r r 303 (559) N co n 45 (214) o o NI x126(131) 158 (228) M ao 1150) r 150 (243) Iy� ��•��� HomeaNed Road 444 1- 0Ramenohh Iy� ♦4" 1.200 Rams wu�M1 441" 0levens Creek Boulevard 4411 Road 41 1y� er Roatl s norlM1 R R 111 R R 111 11111 R R 111} 11}rMcClell.n R 11*rKollin R R01R1051Rem 291 (219) m 727 (398) N 288 (266) a M 177 (126) ro 104 (93) a o'oo M M o 412(887)— �� 0 0 (26) �► M 682 (1,296) -► v w 57 (122) �► �� " 46 (108) o N vo 380 (365) _ o �N n Z' 853 (569) �M 167 (401) N M m 210 (524) �m 11 (45) M �o 7NN N N N 'm W N 1O N aN r 15. De Anza Boulevard/SR 85 Ramps (south) 16. Saratoga -Sunnyvale Road/Prospect Road 17. Torre Avenue/Stevens Creek Boulevard 18. Blaney Avenue/Homestead Road 19. Blaney Avenue/Stevens Creek Boulevard 20. Portal Avenue/Stevens Creek Boulevard 21. Perimeter Road/Stevens Creek Boulevard A N a _ 541 (241) 12 112 (35) m 0 (0) N m fR 84 (86) 161 (85) a m 8 _ 131 (88) 233 (186) 1,960 (1,936) 1,127 (1,050) o 2,040 (1,892) L 2,208 (2,023) - 2,208 (1,701) UI M m c`oi N e -124(331) r 204 (109) r 211 (360) 0-112(192) a r 15 (38) 0-71 (132) SR 85 em 11 Roetl I r Ir Ir °� sleetl RoaO St,., Creek B. -N `i 0�evere Creek B. -U SlerxnsCreek BOJeveN 11 249 (137) a 0(0)-+ m �ao 117(113)- 1r� 156 vv !)2WN 54(96)--4 � 1,398 Nui Oco 784(1,322) o o� 149(166)— -► 1,377 of of co v�co 62(72)— -► 1,694 o N� co vv 380 309 � ( )-► 1,502 FRO ro "o " 301 (494) _ �M (397) — 88 (461) ao o � (2,242) -► 85 (109) �► �� �� �► 226(352) �� n N (2,289) -► 28 (101) �► A w (2,459) -► 17 (35) � M N M (2,339) -► 4 (20) � 7 N N N ono r n o N 22. Wolfe Road/EI Camino Real 23. Wolfe Road/Fremont Avenue 24. Wolfe Road/Marion Way 25. Wolfe Road/Inverness Way 26. Wolfe Road/Homestead Road 27. Wolfe Road/Apple Park 28. Wolfe Road/Pmneridge Avenue N rc M Oni � rc N rc � M °' a 309 (183) �^ °� 3 148 (19) �'n 3 124 (136) Cp m ` i° 3 103 (74) LL") E �1O 3 � 103 (126) M n v �O 3 r 70 (373) N ^�N i 108 (75) .~- 1,208 (860) n'o o 49 (30) Ir n cq +_0(0) �� M *Ir 98 (101) �� Ir 837 (830) rn ^ m x 126 (1,074) �� pl r 4 (0) M� kf1 ao o 1r r 523 (622) M o o — N 8 (14) n 90 (60) m o Qo M 66 (32) o� cn r 632 (639) ' o a r o � N -t 223 (135) JIn ��•�� cami°o Reai 41• �n 1°ve IIo •���� h raatl Road IIS • ar°°e0li, are°°e R ♦p" I�I 1�R I ITTI R�r Teri �r ♦p� ITT ♦pm.h Tl 7�7I ���I I R1� I TTTT 69(75)--4 vain 520 (487) N Nao N M 114 (96) Noce 193 (115) a o in m n 44 (31) n N- 419 (1,595) naDr �� 223 (500) N7n �� M W a �► 63(216)--4 vnM 648 (949)—� -� aDn �� m 6 (17) OM � a �I 2 1 �► aDn V7 �� 350 (607) No ao 281 (527) 68 (66) m 400 (384) --4 �� �0 127 (97) N �� 7 N r V W aD a n M N N M N r- N M M 29. Wolfe Road/1-280 Ramps (north) 30. Wolfe Road/1-280 Ramps (south) 31. Wolfe RoadNallco Parkway 32. Wolfe Road/Stevens Creek Boulevard 33. Miller Avenue/Calle de Barcelona 34. Miller Avenue/Phil Lane 35. Miller Avenue/Bollinger Road 0 c - 3 � 3 N a �N 3 W- 226 763 ( ) 1O N ro a w- 440 364 ( ) - 158 34 ( ) v _ N 117 (39) N a 385 (154) �v 1L 1,071 (841) r 997 877 �o M W u; "M o � 40 (37) n M m r 1,232 (899) �` C 1 (1) �� o -- r� 6 (2) ono t� �- 771 (510) o r ( ) u) T o o r 163 (411) NMMOaDM n a M x-91 (258) ,n ao 48 (11) V7N N ,n ,n 69 (34) OaDr N Ir 62 (164) ��111e IF m STI f .u°e ye � ITf k de 11 TIT��m ro N 1,268 (644) _ 214 (432) a rn m 653 (674) ^ o0 1 (1) �M R 8 (23) n ro 209(92)__q 0(0)-+ 20 (47) rM^V �'? 663 (1,678 7(2)-+ N m a 5(3)--* w ! 505 (866) 1,035 (725) v� M 30 (104) N 92 (361) M m N 1 (1) `o a 6 (26) m 73 (89) N on tV M n o cV cV N N u) N 36. Miller Avenue/Rainbow Drive 37. Finch Avenue/Stevens Creek Boulevard 38. Tantau Avenue/Homestead Road 39. Tantau Avenue/Pruneridge Avenue 40. N Tantau Ave/Apple Parkway-Tantau 14 LEGEND m £ 104 (34) C LL 4-70(107) vrn cn^o £ 27 (20) v N 266 (100) cno�-cNo�--� 9 (31) Q Study Intersection Z's N �- 238 (118) r 1,551 (1,332) .- 1,135 (1,050) r �.- r a8z (z1o) n -- +- 10 (3) M N m NMM 96 (29) o n o r 231 (154) � c$ c$ 197 (124) o � ro n N m M 19 (124) AM (PM) Peak Hour Traffic Volume 0levens Creek BouleveN W_ einbow Dave H °m Ao1e ,_ Lane Configuration T� 1)� 144 (86) rn in O 80 (162) a OR 11 (33) -A a;:, 70 (269) rn co v Signalized g 309 (203) r -MN �� 1,013 (1,936) -�► �v cm, ro 906 (1,347) mn O CM � o 1 9(8)-+ On V 56(58) v n n 194 (114) o 399 (280) on o N r- 1, M N 53(203)- Mu)� FEHR�PEERS Cumulative with Housing Rich Alternative Intersection Turninq Movement Volumes FIGURE B8 41. Tantau Avenue/Vallco Parkway 42. Tantau Avenue/Stevens Creek Boulevard 43. Stern Avenue/Stevens Creek Boulevard 44. Calvert Drive -1-280 Ramps/Stevens Creek Blvd 45. Agilent Driveway/Stevens Creek Boulevard 46. Lawrence Expy (westyStevens Creek Blvd 47. Lawrence Expressway/EI Camino Real C 3 (9) vv 970 319 �— ( ) 123 11 ( ) c' CS� f 2,579 (1.768) ro - 198 (9) �— N •— mulo �v� s 1` —233(126) �— 6 (49) to rn �— 1 764 (1,296) ~ �.-.� to -� 2,773 (1,609) u-, r a .~— (409) �-o �- �— 3,959 (2,696) r, �— 3,617 (2,036) �— o m M .— 1,355 (1,189) N N ao 8 (27) 0 0 N N r 154 (170) to N r 112 275 ( ) COtr v Ar- o O � 0-42(23) � � m t0 t0 —255(185) Va Slewns Creek Boulever0 Stet Stawlla C—k Blvd stewns Creek BoulewN stewns Creek Blva EIC t I 392 (379)�r o thto rn a 288 (212) a m to �� 81 (40) —► w N N ro --ro —► 918 1,547 —► roto 288 (102) o v` -'N —► —► 321 (313) Ir N N 10 (6) �► vv rn M 1,041 (1,895)—► M M a 1,265 (2,577) —► to N 0 —► 322 (1,208) r- 0 1,153 (1,842) —► o a rn 1,269 (2,024) —► —► 778 (1,920) —► —► ��� 124 (373) � M O 35 (109) O CO n 36 (115) M 27(5)-- —► 241 (424) �► CO N (O N 48. Lawrence Expressway/Homestead Road 49. Lawrence Expressway/Pruneridge Avenue 50. Lawrence Expy (eastyStevens Creek Blvd 51. Lawrence Expressway/Calvert Drive -1-280 SB 52. Lawrence Expressway/Mitty Way 53. Lawrence Expressway/Bollinger Road 54. Lawrence Expressway/Doyle Road ^ ro a ^ £ N £ c'ia v —365(332) 10- 551 (166) n N 305 (126) WOO 888(509) NMCOW 278 (289) �o x 754 (241) r 670 (470) No (266) r r 404 (328) °' O �IlIIIlIi r 378 (260) p 1.585 (1,182) N 114 (71) ^'-' r 45 (153) N a 2767 57 Ro R—rdga ss JI JIB JI JI elr—Roa I TTTt 41, Rtttr 370 (558) � in rn 157 252 a ( ) ^� � Nto th 130 (74) �► o' rn o o M N 812 276 ( ) �r rn v N M 330(944)— `g' o v 145 (308) —► N 363(435)— 0 N CCS 288 (737) —► t0 u -t Z, 353 (964) —► �! ? 111 (394) 0�o —► 150(394) vN 1,051 (2,058)—► 00n 354 1,233 ( ) �M 202 602 ( ) �0 �0 NOO n t0�7 o OMtn OOH On On N �� to OM V MI n �� N� o 55. Lawrence Expressway/Prospect Road 56. Lawrence Expressway/Saratoga Avenue 57. Saratoga Avenue/Cox Avenue 58. SR 85 Ramps (north)/Saratoga Avenue 59. SR 85 Ramps (south)/Saratoga Avenue 60. Cabot Avenue/Stevens Creek Boulevard 61. Cronin Drive -Albany Drive/Stevens Creek Blvd M ^ o mNth vvN v 330 211 ( ) � rn ^ v vi .�— 118 (80) rn N 45 53 ( ) p 468 271 ( ) � .— �— 653 1,157 ( ) ,... - Co 15 43 ( ) $ N ^ ^ 65 45 ( ) a rn N 845 (573) N M g- 629 (750) rn n S 187 (124) 'r �— �— 994 1,388 ( ) o o r 558 834 ( ) N C 1 480 (1,095) °p m 2 o 1,256 (1,013) M 0-60(153) M v M 5 r 185 (306) N ao u0 395 (219) rn�-'a o N r too M r 33 (77) o�rn 0 n v 0-29(48) a e sa7ra� a R1t I ITTTIl 41� I�I ss�erew aaw�ae I I I ).� serer a )� stewaa creek —1—stewaa I creek slra t �t �t1117� I I II 468 317 a ( ) ^� 744 472 ( ) a 194 168 ( ) 438 (232) m o 1,068 (696) 34 (80) — i 44 (63) — �`�' 458 (704) -�-► �� 661 (860) 81 152 (251) vo v 874 (666) S N v 612 (348) 802 (1,840) —�► 734 (1,809) —�► ro 155 401 ( ) 0 0 ONS 17 21 ( )fir to N o 000 214 ( ) to Zto n n M 0 M to 18 (39 �► rn ulM 118(214) �► N al � V M r O N N N 62. Woodhams Road/Stevens Creek Boulevard 63. Kiely Boulevard/Stevens Creek Boulevard 64. Perimeter RoadNallco Parkway 65. Lawrence Expressway/Kifer Road 66. Lawrence Expressway/Reed Avenue 67. Lawrence Expressway/Cabrillo Avenue a ^ ,--71 (78) M N 291 197 ( ) rn v v 169 147 ( ) O ^ °' �N �ov v 206 268 11L ( ) ^ IC) ^ @ 0 �r0° '" srS 503 (201) O �M 146 (41) Com 3 1,286(990) 0 0 N Y 1,281 (881) 0 0 0 —289(722) 0 ° r 312 (263) rn 0 N —368(155) �N t� 77 (61) r 0vn 17 (31) N r 55 (69) o —5(25) O 't r 462 352 ( ) v 0 N�� r 234 138 r ( ) N rn N m—m 136 (84) St,—Creek-1— ek co Farkas I 41" 441" rRoad )44" 44l, r 1t 1t1111JIK ( I II 1t1111JIReetlHvenue I II t 1t111C I II 69(104) vvm 183(204)► N N 111 (174) a ro 449(261) w000 w 59 (91) 00 788 (1,797) —► 0 536 (1,532) —► vv 383 350 ( ) —► 185 (496) —► o M 232 (373) —► vo v 84 (93) �N 23 (27) N N 153 (229) 0 N244 (440) 154 (663) N 244 (278) N �m 123 (88) �N j tea_ O M 7 M 7 FEHR�PEERS LEGEND Q Study Intersection AM (PM) Peak Hour Traffic Volume W- 4 Lane Configuration 0 Signalized Cumulative with Housing Rich Alternative Intersection Turninq Movement Volumes FIGURE B9 Attachment C: Level of Service Calculations COMPARE Mon Jun 18 00:26:19 2018 Page 1-1 Vallco Special Area Specific Plan SJ17-1776 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Existing AM Existing AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #1 ? xx.x x.xxx xx.x C+ 22.4 0.581 18.4 C+ 22.2 0.592 +0.011 18.2 -0.2 ? xx.x x.xxx xx.x #2 ? xx.x x.xxx xx.x C 28.5 0.776 40.4 C 28.5 0.784 +0.007 41.0 +0.5 ? xx.x x.xxx xx.x #3 ? xx.x x.xxx xx.x D+ 38.3 0.702 40.0 D+ 38.4 0.732 +0.030 40.7 +0.6 ? xx.x x.xxx xx.x #4 ? xx.x x.xxx xx.x D 44.5 0.825 41.0 D 44.5 0.832 +0.007 41.1 +0.2 ? xx.x x.xxx xx.x #5 ? xx.x x.xxx xx.x D 48.3 0.789 46.6 D 48.6 0.798 +0.009 47.2 +0.6 ? xx.x x.xxx xx.x #6 ? xx.x x.xxx xx.x B+ 11.7 0.572 8.8 B+ 11.6 0.577 +0.006 8.8 -0.0 ? xx.x x.xxx xx.x #7 ? xx.x x.xxx xx.x C+ 21.2 0.592 16.5 C+ 21.0 0.597 +0.006 16.5 -0.0 ? xx.x x.xxx xx.x #8 ? xx.x x.xxx xx.x D 39.8 0.809 37.6 D 41.1 0.831 +0.022 39.7 +2.1 ? xx.x x.xxx xx.x #9 ? xx.x x.xxx xx.x B- 18.5 0.757 29.1 B- 19.2 0.772 +0.016 30.1 +1.0 ? xx.x x.xxx xx.x #10 ? xx.x x.xxx xx.x C 25.5 0.760 38.7 C 26.3 0.778 +0.018 39.2 +0.5 ? xx.x x.xxx xx.x #11 ? xx.x x.xxx xx.x D+ 35.6 0.693 34.5 D+ 38.3 0.755 +0.062 38.4 +3.9 ? xx.x x.xxx xx.x #12 ? xx.x x.xxx xx.x D+ 36.4 0.698 32.2 D+ 36.1 0.734 +0.036 32.0 -0.2 ? xx.x x.xxx xx.x #13 ? xx.x x.xxx xx.x C- 33.4 0.833 33.7 C- 33.5 0.869 +0.037 34.3 +0.6 ? xx.x x.xxx xx.x #14 ? xx.x x.xxx xx.x C+ 22.4 0.610 34.0 C 24.2 0.663 +0.052 35.0 +1.1 ? xx.x x.xxx xx.x #15 ? xx.x x.xxx xx.x B 12.8 0.614 14.8 B 13.2 0.638 +0.024 15.3 +0.5 ? xx.x x.xxx xx.x #16 ? xx.x x.xxx xx.x B- 19.8 0.631 20.4 B- 19.7 0.643 +0.011 20.4 +0.0 ? xx.x x.xxx xx.x #17 ? xx.x x.xxx xx.x C+ 22.4 0.419 17.1 C+ 20.7 0.465 +0.046 15.8 -1.4 ? xx.x x.xxx xx.x #18 ? xx.x x.xxx xx.x C 23.9 0.556 30.3 C 23.9 0.573 +0.016 30.4 +0.1 ? xx.x x.xxx xx.x #19 ? xx.x x.xxx xx.x C- 34.9 0.710 35.5 C- 34.6 0.771 +0.061 36.7 +1.1 ? xx.x x.xxx xx.x #20 ? xx.x x.xxx xx.x C+ 21.8 0.465 20.9 B- 19.3 0.510 +0.045 19.4 -1.5 ? xx.x x.xxx xx.x #21 ? xx.x x.xxx xx.x A 9.5 0.369 6.5 C 28.3 0.603 +0.233 32.6 +26.1 ? xx.x x.xxx xx.x #22 ? xx.x x.xxx xx.x D- 51.0 0.655 46.8 D- 51.3 0.691 +0.036 48.6 +1.9 ? xx.x x.xxx xx.x #23 ? xx.x x.xxx xx.x D 49.7 0.487 44.8 D 50.0 0.519 +0.032 45.0 +0.3 ? xx.x x.xxx xx.x #24 ? xx.x x.xxx xx.x B 15.9 0.538 20.7 B 15.7 0.571 +0.033 20.7 -0.0 ? xx.x x.xxx xx.x #25 ? xx.x x.xxx xx.x B- 18.3 0.458 15.2 B 17.7 0.488 +0.030 14.7 -0.5 ? xx.x x.xxx xx.x #26 ? xx.x x.xxx xx.x C- 32.9 0.683 30.9 C- 33.0 0.715 +0.031 30.8 -0.1 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:26:19 2018 Page 1-2 Vallco Special Area Specific Plan SJ17-1776 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Existing AM Existing AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #27 ? xx.x x.xxx xx.x A 9.8 0.370 13.4 A 9.6 0.399 +0.029 13.2 -0.2 ? xx.x x.xxx xx.x #28 ? xx.x x.xxx xx.x C 23.5 0.338 20.9 C 23.3 0.384 +0.046 25.2 +4.4 ? xx.x x.xxx xx.x #29 ? xx.x x.xxx xx.x B 13.2 0.536 13.3 B 15.1 0.654 +0.118 15.7 +2.4 ? xx.x x.xxx xx.x #30 ? xx.x x.xxx xx.x B 12.1 0.605 13.5 B 13.1 0.710 +0.105 14.4 +1.0 ? xx.x x.xxx xx.x #31 ? xx.x x.xxx xx.x B- 19.6 0.410 19.4 C 29.4 0.705 +0.295 32.1 +12.7 ? xx.x x.xxx xx.x #32 ? xx.x x.xxx xx.x D 41.7 0.659 42.8 D 45.8 0.788 +0.129 48.2 +5.4 ? xx.x x.xxx xx.x #33 ? xx.x x.xxx xx.x A 7.5 0.512 8.6 A 7.4 0.534 +0.022 8.5 -0.1 ? xx.x x.xxx xx.x #34 ? xx.x x.xxx xx.x A 5.3 0.465 4.9 A 5.4 0.490 +0.025 5.1 +0.2 ? xx.x x.xxx xx.x #35 ? xx.x x.xxx xx.x D+ 37.1 0.672 38.4 D+ 37.8 0.698 +0.026 39.4 +1.0 ? xx.x x.xxx xx.x #36 ? xx.x x.xxx xx.x C 23.1 0.593 22.4 C 23.4 0.606 +0.013 22.9 +0.4 ? xx.x x.xxx xx.x #37 ? xx.x x.xxx xx.x C 28.8 0.449 26.6 C 27.7 0.482 +0.033 25.3 -1.3 ? xx.x x.xxx xx.x #38 ? xx.x x.xxx xx.x C- 34.4 0.537 33.8 C- 34.7 0.546 +0.009 33.6 -0.2 ? xx.x x.xxx xx.x #39 ? xx.x x.xxx xx.x C+ 20.8 0.361 27.3 C+ 20.8 0.391 +0.030 27.1 -0.2 ? xx.x x.xxx xx.x #40 ? xx.x x.xxx xx.x B 17.6 0.270 19.1 B 16.8 0.295 +0.025 18.4 -0.8 ? xx.x x.xxx xx.x #41 ? xx.x x.xxx xx.x C 25.1 0.294 31.0 C 27.5 0.425 +0.130 31.8 +0.9 ? xx.x x.xxx xx.x #42 ? xx.x x.xxx xx.x D 44.7 0.648 48.5 D 45.2 0.700 +0.052 49.3 +0.8 ? xx.x x.xxx xx.x #43 ? xx.x x.xxx xx.x D+ 37.6 0.419 32.1 D 43.9 0.632 +0.213 48.6 +16.4 ? xx.x x.xxx xx.x #44 ? xx.x x.xxx xx.x E+ 57.4 0.425 58.4 E 63.2 0.440 +0.015 59.7 +1.3 ? xx.x x.xxx xx.x #45 ? xx.x x.xxx xx.x D+ 36.7 0.562 38.3 D 42.5 0.601 +0.039 45.6 +7.3 ? xx.x x.xxx xx.x #46 ? xx.x x.xxx xx.x C 28.9 0.838 32.6 C- 32.1 0.902 +0.065 37.0 +4.4 ? xx.x x.xxx xx.x #47 ? xx.x x.xxx xx.x C- 34.6 0.538 36.1 D+ 37.1 0.587 +0.049 38.9 +2.8 ? xx.x x.xxx xx.x #48 ? xx.x x.xxx xx.x E 71.5 0.678 81.8 E 72.8 0.690 +0.012 83.6 +1.8 ? xx.x x.xxx xx.x #49 ? xx.x x.xxx xx.x D 44.0 0.865 47.1 D 44.1 0.876 +0.011 47.6 +0.5 ? xx.x x.xxx xx.x #50 ? xx.x x.xxx xx.x C 31.6 0.653 34.6 C- 33.0 0.718 +0.065 36.3 +1.7 ? xx.x x.xxx xx.x #51 ? xx.x x.xxx xx.x C- 32.8 0.297 23.3 C- 34.7 0.307 +0.011 25.7 +2.4 ? xx.x x.xxx xx.x #52 ? xx.x x.xxx xx.x C 23.1 0.228 11.9 C 23.5 0.231 +0.004 11.8 -0.0 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:26:19 2018 Page 1-3 Vallco Special Area Specific Plan SJ17-1776 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Existing AM Existing AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #53 ? xx.x x.xxx xx.x E 60.3 0.638 75.1 E 65.2 0.663 +0.025 83.8 +8,7 ? xx.x x.xxx xx.x #54 ? xx.x x.xxx xx.x D 43.2 0.507 86.4 D 43.2 0.515 +0.008 87.3 +0.9 ? xx.x x.xxx xx.x #55 ? xx.x x.xxx xx.x E+ 58.3 0.688 83.4 E+ 58.4 0.694 +0.005 83.0 -0.4 ? xx.x x.xxx xx.x #56 ? xx.x x.xxx xx.x D 44.0 0.565 51.1 D 49.7 0.619 +0.054 61.5 +10.4 ? xx.x x.xxx xx.x #57 ? xx.x x.xxx xx.x D 45.1 0.817 52.2 D 45.2 0.822 +0.005 52.5 +0.3 ? xx.x x.xxx xx.x #58 ? xx.x x.xxx xx.x B- 19.1 0.610 24.0 B- 19.9 0.630 +0.020 24.6 +0.7 ? xx.x x.xxx xx.x #59 ? xx.x x.xxx xx.x B 16.8 0.671 21.3 B 16.9 0.675 +0.004 21.5 +0.1 ? xx.x x.xxx xx.x #60 ? xx.x x.xxx xx.x D 47.0 0.345 39.5 D 50.5 0.354 +0.009 39.8 +0.2 ? xx.x x.xxx xx.x #61 ? xx.x x.xxx xx.x C 27.4 0.288 28.8 C 27.7 0.299 +0.011 29.0 +0.2 ? xx.x x.xxx xx.x #62 ? xx.x x.xxx xx.x B- 18.8 0.179 19.4 B- 19.7 0.193 +0.014 20.1 +0.6 ? xx.x x.xxx xx.x #63 ? xx.x x.xxx xx.x D 41.6 0.516 46.9 D 41.8 0.526 +0.010 47.1 +0.3 ? xx.x x.xxx xx.x #64 ? xx.x x.xxx xx.x B+ 11.6 0.151 8.8 C+ 21.8 0.483 +0.332 22.2 +13.4 ? xx.x x.xxx xx.x #65 ? xx.x x.xxx xx.x D+ 36.2 0.408 49.6 D+ 36.5 0.417 +0.008 49.5 -0.1 ? xx.x x.xxx xx.x #66 ? xx.x x.xxx xx.x E+ 56.1 0.958 61.4 E+ 57.0 0.968 +0.010 62.5 +1.2 ? xx.x x.xxx xx.x #67 ? xx.x x.xxx xx.x C- 32.7 0.448 35.9 C- 33.4 0.468 +0.020 36.7 +0.8 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Final Vol: Lanes: Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 524- 0 1013 1 0 0 1 2 Vol Cnt Date: 1/10/2018 Cycle Time (sec): 130 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 18.4 0- 0 22.4 0 C+ 1220 3 1 0 156 0 0 Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 524- 0 1013 1 0 0 1 2 Vol Cnt Date: 1/10/2018 Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.581 Avg Crit Del (sec/veh): 18.4 Avg Delay (sec/veh): 22.4 LOS: C+ 0 0 0 0 0 0 0 0 Signal=Spl iURights=l ncl u d e Signal=Protect Rights=Include Lanes: Final Vol: 0 0 0 2 916- 0 2 145 Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1013 0 524 0 1220 156 145 916 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1013 0 524 0 1220 156 145 916 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1013 0 524 0 1220 156 145 916 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1013 0 524 0 1220 156 145 916 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 1.00 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 3.00 0.00 1.00 0.00 3.53 0.47 2.00 2.00 0.00 Final Sat.: 0 0 0 4950 0 1750 0 6648 850 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.30 0.00 0.18 0.18 0.05 0.24 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 67.0 0.0 67.0 0.0 41.7 41.7 12.2 54.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.40 0.00 0.58 0.00 0.57 0.57 0.49 0.58 0.00 Delay/Veh: 0.0 0.0 0.0 19.3 0.0 22.7 0.0 25.5 25.5 53.3 16.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 19.3 0.0 22.7 0.0 25.5 25.5 53.3 16.0 0.0 LOS by Move: A A A B- A C+ A C C D- B A HCM2k95thQ: 0 0 0 17 0 27 0 18 18 6 17 0 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Signal=Spl it/Rights=l nd u d e Final Vol: 524*** 0 1093 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0*** 0 0 0 Loss Time (sec): 9 0 0 1262 3 Critical V/C: 0.592 2 955*** 1 � Avg Crit Del (sec/veh): 18.2 � 0 156 0 Avg Delay (sec/veh): 22.2 2 145 LOS: C+ t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1013 0 524 0 1220 156 145 916 0 Added Vol: 0 0 0 80 0 0 0 42 0 0 39 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1093 0 524 0 1262 156 145 955 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1093 0 524 0 1262 156 145 955 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1093 0 524 0 1262 156 145 955 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1093 0 524 0 1262 156 145 955 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 1.00 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 3.00 0.00 1.00 0.00 3.54 0.46 2.00 2.00 0.00 Final Sat.: 0 0 0 4950 0 1750 0 6674 825 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.22 0.00 0.30 0.00 0.19 0.19 0.05 0.25 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 65.8 0.0 65.8 0.0 43.0 43.0 12.2 55.2 0.0 Volume/Cap: 0.00 0.00 0.00 0.44 0.00 0.59 0.00 0.57 0.57 0.49 0.59 0.00 Delay/Veh: 0.0 0.0 0.0 20.5 0.0 23.7 0.0 24.4 24.4 53.3 15.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 20.5 0.0 23.7 0.0 24.4 24.4 53.3 15.2 0.0 LOS by Move: A A A C+ A C A C C D- B A HCM2k95thQ: 0 0 0 19 0 28 0 18 18 6 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 91 46*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 120 758*** 2 1 0 Loss Time (sec): 9 0 0 1493 3 Critical V/C: 0.776 3 638*** 0 � Avg Crit Del (sec/veh): 40.4 � 0 0 0 Avg Delay (sec/veh): 28.5 0 0 LOS: C t Lanes: 0 0 1! 0 1 Final Vol: 322*** 8 490 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 322 8 490 46 91 0 758 1493 0 0 638 576 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 322 8 490 46 91 0 758 1493 0 0 638 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 490 46 91 0 758 1493 0 0 638 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 322 8 490 46 91 0 758 1493 0 0 638 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.56 0.01 1.43 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 980 24 2496 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.20 0.04 0.04 0.00 0.24 0.26 0.00 0.00 0.11 0.00 Crit Moves: **** **** **** **** Green Time: 48.7 48.7 48.7 10.0 10.0 0.0 35.7 52.3 0.0 0.0 16.6 0.0 Volume/Cap: 0.81 0.81 0.48 0.44 0.44 0.00 0.81 0.60 0.00 0.00 0.81 0.00 Delay/Veh: 36.5 36.5 26.6 53.4 53.4 0.0 33.3 13.0 0.0 0.0 51.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 36.5 36.5 26.6 53.4 53.4 0.0 33.3 13.0 0.0 0.0 51.1 0.0 LOS by Move: D+ D+ C D- D- A C- B A A D- A HCM2k95thQ: 37 37 19 6 6 0 26 17 0 0 14 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 91 46*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 120 758*** 2 1 0 Loss Time (sec): 9 0 0 1615 3 Critical V/C: 0.784 3 677*** 0 Avg Crit Del (sec/veh): 41.0 0 0 0 Avg Delay (sec/veh): 28.5 0 0 LOS: C t Lanes: 0 0 1! 0 1 Final Vol: 322*** 8 490 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 0 0 0 0 0 122 0 0 39 49 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 322 8 490 46 91 0 758 1615 0 0 677 625 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 322 8 490 46 91 0 758 1615 0 0 677 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 490 46 91 0 758 1615 0 0 677 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 322 8 490 46 91 0 758 1615 0 0 677 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.56 0.01 1.43 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 980 24 2496 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.20 0.04 0.04 0.00 0.24 0.28 0.00 0.00 0.12 0.00 Crit Moves: **** **** **** **** Green Time: 48.2 48.2 48.2 10.0 10.0 0.0 35.3 52.8 0.0 0.0 17.4 0.0 Volume/Cap: 0.82 0.82 0.49 0.44 0.44 0.00 0.82 0.64 0.00 0.00 0.82 0.00 Delay/Veh: 37.3 37.3 26.9 53.4 53.4 0.0 34.1 13.1 0.0 0.0 50.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.3 37.3 26.9 53.4 53.4 0.0 34.1 13.1 0.0 0.0 50.5 0.0 LOS by Move: D+ D+ C D- D- A C- B A A D A HCM2k95thQ: 37 37 19 6 6 0 26 19 0 0 15 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 184 304 177*** Lanes: 0 1 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 310*** 1 0 171 Loss Time (sec): 12 0 1 776 2 Critical V/C: 0.702 2 678*** 1 Avg Crit Del (sec/veh): 40.0 0 181 0 Avg Delay(sec/veh): 38.3 2 337 LOS: D+ t Lanes: 1 0 1 1 0 Final Vol: 270 586*** 162 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 270 586 162 177 304 184 310 776 181 337 678 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 586 162 177 304 184 310 776 181 337 678 171 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 270 586 162 177 304 184 310 776 181 337 678 171 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 586 162 177 304 184 310 776 181 337 678 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 586 162 177 304 184 310 776 181 337 678 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 586 162 177 304 184 310 776 181 337 678 171 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 0.83 0.99 0.95 Lanes: 1.00 1.55 0.45 1.00 1.23 0.77 1.00 2.41 0.59 2.00 2.37 0.63 Final Sat.: 1750 2898 801 1750 2304 1394 1750 4539 1059 3150 4471 1128 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.20 0.20 0.10 0.13 0.13 0.18 0.17 0.17 0.11 0.15 0.15 Crit Moves **** **** **** **** Green Time: 27.9 34.5 34.5 17.3 23.9 23.9 30.3 34.6 34.6 21.6 25.9 25.9 Volume/Cap: 0.66 0.70 0.70 0.70 0.66 0.66 0.70 0.59 0.59 0.59 0.70 0.70 Delay/Veh: 45.8 40.3 40.3 57.5 46.6 46.6 36.6 27.4 27.4 40.2 37.4 37.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 45.8 40.3 40.3 57.5 46.6 46.6 36.6 27.4 27.4 40.2 37.4 37.4 LOS by Move: D D D E+ D D D+ C C D D+ D+ HCM2k95thQ: 20 24 24 15 18 18 19 16 16 12 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 184 304 190*** Lanes: 0 1 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 310*** 1 0 180 Loss Time (sec): 12 0 1 898 2 Critical V/C: 0.732 2 766*** 1 Avg Crit Del (sec/veh): 40.7 0 181 0 Avg Delay(sec/veh): 38.4 2 340 LOS: D+ t Lanes: 1 0 1 1 0 Final Vol: 270 586*** 169 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 270 586 162 177 304 184 310 776 181 337 678 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 586 162 177 304 184 310 776 181 337 678 171 Added Vol: 0 0 7 13 0 0 0 122 0 3 88 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 270 586 169 190 304 184 310 898 181 340 766 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 586 169 190 304 184 310 898 181 340 766 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 586 169 190 304 184 310 898 181 340 766 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 586 169 190 304 184 310 898 181 340 766 180 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.99 0.95 0.83 0.99 0.95 Lanes: 1.00 1.54 0.46 1.00 1.23 0.77 1.00 2.48 0.52 2.00 2.41 0.59 Final Sat.: 1750 2871 828 1750 2304 1394 1750 4659 939 3150 4533 1065 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.20 0.20 0.11 0.13 0.13 0.18 0.19 0.19 0.11 0.17 0.17 Crit Moves **** **** **** **** Green Time: 27.6 33.5 33.5 17.8 23.6 23.6 29.0 36.4 36.4 20.4 27.7 27.7 Volume/Cap: 0.67 0.73 0.73 0.73 0.67 0.67 0.73 0.64 0.64 0.64 0.73 0.73 Delay/Veh: 46.4 41.9 41.9 59.0 47.0 47.0 39.4 26.4 26.4 42.6 36.4 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.4 41.9 41.9 59.0 47.0 47.0 39.4 26.4 26.4 42.6 36.4 36.4 LOS by Move: D D D E+ D D D C C D D+ D+ HCM2k95thQ: 20 25 25 16 18 18 19 18 18 12 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 99 599 148*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 150*** 1 0 48 Loss Time (sec): 12 0 1 280 1 Critical V/C: 0.825 0 237*** 1 Avg Crit Del (sec/veh): 41.0 0 96 0 Avg Delay (sec/veh): 44.5 2 366 LOS: D t Lanes: 2 0 2 1 0 Final Vol: 143 2339*** 315 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 143 2339 315 148 599 99 150 280 96 366 237 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 143 2339 315 148 599 99 150 280 96 366 237 48 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 143 2339 315 148 599 99 150 280 96 366 237 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 143 2339 315 148 599 99 150 280 96 366 237 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 143 2339 315 148 599 99 150 280 96 366 237 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 143 2339 315 148 599 99 150 280 96 366 237 48 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.63 0.37 2.00 2.56 0.44 1.00 1.48 0.52 2.00 0.83 0.17 Final Sat.: 3150 4934 665 3150 4805 794 1750 2755 944 3150 1497 303 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.47 0.47 0.05 0.12 0.12 0.09 0.10 0.10 0.12 0.16 0.16 Crit Moves **** **** **** **** Green Time: 27.8 94.8 94.8 9.4 76.4 76.4 17.1 22.8 22.8 26.0 31.7 31.7 Volume/Cap: 0.27 0.83 0.83 0.83 0.27 0.27 0.83 0.74 0.74 0.74 0.83 0.83 Delay/Veh: 60.0 30.3 30.3 102.7 27.2 27.2 97.9 73.8 73.8 71.9 78.9 78.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.0 30.3 30.3 102.7 27.2 27.2 97.9 73.8 73.8 71.9 78.9 78.9 LOS by Move: E C C F C C F E E E E- E- HCM2k95thQ: 7 57 57 10 13 13 19 20 20 22 29 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 99 638 148*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 150*** 1 0 48 Loss Time (sec): 12 0 1 280 1 Critical V/C: 0.832 0 237*** 1 � Avg Crit Del (sec/veh): 41.1 � 0 98 0 Avg Delay (sec/veh): 44.5 2 368 LOS: D t Lanes: 2 0 2 1 0 Final Vol: 144 2376*** 316 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 143 2339 315 148 599 99 150 280 96 366 237 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 143 2339 315 148 599 99 150 280 96 366 237 48 Added Vol: 1 37 1 0 39 0 0 0 2 2 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 144 2376 316 148 638 99 150 280 98 368 237 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 144 2376 316 148 638 99 150 280 98 368 237 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 2376 316 148 638 99 150 280 98 368 237 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 2376 316 148 638 99 150 280 98 368 237 48 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.63 0.37 2.00 2.58 0.42 1.00 1.47 0.53 2.00 0.83 0.17 Final Sat.: 3150 4942 657 3150 4847 752 1750 2740 959 3150 1497 303 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.48 0.48 0.05 0.13 0.13 0.09 0.10 0.10 0.12 0.16 0.16 Crit Moves **** **** **** **** Green Time: 27.0 95.3 95.3 9.3 77.7 77.7 17.0 22.6 22.6 25.8 31.4 31.4 Volume/Cap: 0.28 0.83 0.83 0.83 0.28 0.28 0.83 0.75 0.75 0.75 0.83 0.83 Delay/Veh: 60.8 30.3 30.3 104.1 26.7 26.7 99.4 74.5 74.5 72.7 80.1 80.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.8 30.3 30.3 104.1 26.7 26.7 99.4 74.5 74.5 72.7 80.1 80.1 LOS by Move: E C C F C C F E E E F F HCM2k95thQ: 7 58 58 10 14 14 19 20 20 22 29 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-9 0 0 433 2 Critical V/C: 0.789 2 659*** 1 Avg Crit Del (sec/veh): 46.6 0 140 0 Avg Delay (sec/veh): 48.3 2 186 LOS: D t Lanes: 2 0 2 1 0 Final Vol: 312 2251*** 121 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 2251 121 148 682 242 280 433 140 186 659 166 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 312 2251 121 148 682 242 280 433 140 186 659 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 2251 121 148 682 242 280 433 140 186 659 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 312 2251 121 148 682 242 280 433 140 186 659 166 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.84 0.16 2.00 2.19 0.81 2.00 2.24 0.76 2.00 2.00 1.00 Final Sat.: 3150 5314 286 3150 4131 1466 3150 4230 1368 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.42 0.42 0.05 0.17 0.17 0.09 0.10 0.10 0.06 0.17 0.09 Crit Moves **** **** **** **** Green Time: 38.0 91.3 91.3 10.1 63.4 63.4 19.2 35.9 35.9 20.7 37.4 47.5 Volume/Cap: 0.44 0.79 0.79 0.79 0.44 0.44 0.79 0.49 0.49 0.49 0.79 0.34 Delay/Veh: 57.3 33.0 33.0 98.6 40.2 40.2 84.7 59.3 59.3 70.7 67.6 49.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.3 33.0 33.0 98.6 40.2 40.2 84.7 59.3 59.3 70.7 67.6 49.2 LOS by Move: E+ C- C- F D D F E+ E+ E E D HCM2k95thQ: 15 53 53 10 21 21 19 17 17 10 28 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 242 682 148*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 280*** 2 1 166 Loss Time (sec): 12 0 0 433 2 Critical V/C: 0.789 2 659*** 1 Avg Crit Del (sec/veh): 46.6 0 140 0 Avg Delay (sec/veh): 48.3 2 186 LOS: D t Lanes: 2 0 2 1 0 Final Vol: 312 2251*** 121 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 2251 121 148 682 242 280 433 140 186 659 166 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 312 2251 121 148 682 242 280 433 140 186 659 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 2251 121 148 682 242 280 433 140 186 659 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 312 2251 121 148 682 242 280 433 140 186 659 166 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.84 0.16 2.00 2.19 0.81 2.00 2.24 0.76 2.00 2.00 1.00 Final Sat.: 3150 5314 286 3150 4131 1466 3150 4230 1368 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.42 0.42 0.05 0.17 0.17 0.09 0.10 0.10 0.06 0.17 0.09 Crit Moves **** **** **** **** Green Time: 38.0 91.3 91.3 10.1 63.4 63.4 19.2 35.9 35.9 20.7 37.4 47.5 Volume/Cap: 0.44 0.79 0.79 0.79 0.44 0.44 0.79 0.49 0.49 0.49 0.79 0.34 Delay/Veh: 57.3 33.0 33.0 98.6 40.2 40.2 84.7 59.3 59.3 70.7 67.6 49.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.3 33.0 33.0 98.6 40.2 40.2 84.7 59.3 59.3 70.7 67.6 49.2 LOS by Move: E+ C- C- F D D F E+ E+ E E D HCM2k95thQ: 15 53 53 10 21 21 19 17 17 10 28 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-10 0 0 433 2 Critical V/C: 0.798 2 659*** 1 � Avg Crit Del (sec/veh): 47.2 � 0 151 0 Avg Delay (sec/veh): 48.6 2 186 LOS: D t Lanes: 2 0 2 1 0 Final Vol: 314 2279*** 121 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 2251 121 148 682 242 280 433 140 186 659 166 Added Vol: 2 28 0 12 31 0 0 0 11 0 0 12 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 314 2279 121 160 713 242 280 433 151 186 659 178 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 314 2279 121 160 713 242 280 433 151 186 659 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 314 2279 121 160 713 242 280 433 151 186 659 178 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 314 2279 121 160 713 242 280 433 151 186 659 178 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.84 0.16 2.00 2.21 0.79 2.00 2.20 0.80 2.00 2.00 1.00 Final Sat.: 3150 5317 282 3150 4179 1418 3150 4150 1447 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.43 0.43 0.05 0.17 0.17 0.09 0.10 0.10 0.06 0.17 0.10 Crit Moves **** **** **** **** Green Time: 37.7 91.3 91.3 10.8 64.5 64.5 18.9 35.7 35.7 20.2 36.9 47.8 Volume/Cap: 0.45 0.80 0.80 0.80 0.45 0.45 0.80 0.50 0.50 0.50 0.80 0.36 Delay/Veh: 57.7 33.5 33.5 98.3 39.7 39.7 85.8 59.6 59.6 71.2 68.5 49.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.7 33.5 33.5 98.3 39.7 39.7 85.8 59.6 59.6 71.2 68.5 49.4 LOS by Move: E+ C- C- F D D F E+ E+ E E D HCM2k95thQ: 15 54 54 10 22 22 19 17 17 10 28 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 242 713 160*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 280*** 2 1 178 Loss Time (sec): 12 0 0 433 2 Critical V/C: 0.798 2 659*** 1 � Avg Crit Del (sec/veh): 47.2 � 0 151 0 Avg Delay (sec/veh): 48.6 2 186 LOS: D t Lanes: 2 0 2 1 0 Final Vol: 314 2279*** 121 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 2251 121 148 682 242 280 433 140 186 659 166 Added Vol: 2 28 0 12 31 0 0 0 11 0 0 12 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 314 2279 121 160 713 242 280 433 151 186 659 178 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 314 2279 121 160 713 242 280 433 151 186 659 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 314 2279 121 160 713 242 280 433 151 186 659 178 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 314 2279 121 160 713 242 280 433 151 186 659 178 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.84 0.16 2.00 2.21 0.79 2.00 2.20 0.80 2.00 2.00 1.00 Final Sat.: 3150 5317 282 3150 4179 1418 3150 4150 1447 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.43 0.43 0.05 0.17 0.17 0.09 0.10 0.10 0.06 0.17 0.10 Crit Moves **** **** **** **** Green Time: 37.7 91.3 91.3 10.8 64.5 64.5 18.9 35.7 35.7 20.2 36.9 47.8 Volume/Cap: 0.45 0.80 0.80 0.80 0.45 0.45 0.80 0.50 0.50 0.50 0.80 0.36 Delay/Veh: 57.7 33.5 33.5 98.3 39.7 39.7 85.8 59.6 59.6 71.2 68.5 49.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.7 33.5 33.5 98.3 39.7 39.7 85.8 59.6 59.6 71.2 68.5 49.4 LOS by Move: E+ C- C- F D D F E+ E+ E E D HCM2k95thQ: 15 54 54 10 22 22 19 17 17 10 28 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 12 1005 51*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 21 0 1 93 Loss Time (sec): 9 0 0 8 11 Critical V/C: 0.572 0 35*** 0 � Avg Crit Del (sec/veh): 8.8 � 1 42 0 Avg Delay (sec/veh): 11.7 0 40 LOS: B+ t Lanes: 1 0 2 1 0 Final Vol: 17 2615*** 21 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 17 2615 21 51 1005 12 21 8 42 40 35 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 2615 21 51 1005 12 21 8 42 40 35 93 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 2615 21 51 1005 12 21 8 42 40 35 93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 2615 21 51 1005 12 21 8 42 40 35 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 2615 21 51 1005 12 21 8 42 40 35 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 2615 21 51 1005 12 21 8 42 40 35 93 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.98 0.02 1.00 2.96 0.04 0.30 0.11 0.59 0.53 0.47 1.00 Final Sat.: 1750 5555 45 1750 5534 66 518 197 1035 960 840 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.47 0.47 0.03 0.18 0.18 0.04 0.04 0.04 0.04 0.04 0.05 Crit Moves: **** **** **** Green Time: 27.5 140 139.9 8.7 121 121.1 12.4 12.4 12.4 12.4 12.4 21.1 Volume/Cap: 0.06 0.57 0.57 0.57 0.25 0.25 0.56 0.56 0.56 0.57 0.57 0.43 Delay/Veh: 60.4 5.2 5.2 87.5 8.6 8.6 81.5 81.5 81.5 82.2 82.2 70.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.4 5.2 5.2 87.5 8.6 8.6 81.5 81.5 81.5 82.2 82.2 70.3 LOS by Move: E A A F A A F F F F F E HCM2k95thQ: 2 27 27 6 12 12 9 9 9 9 9 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 12 1046 51*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 21 0 1 93 Loss Time (sec): 9 0 0 8 11 Critical V/C: 0.577 0 35*** 0 � Avg Crit Del (sec/veh): 8.8 � 1 42 0 Avg Delay (sec/veh): 11.6 0 40 LOS: B+ t Lanes: 1 0 2 1 0 Final Vol: 17 2645*** 21 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 17 2615 21 51 1005 12 21 8 42 40 35 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 2615 21 51 1005 12 21 8 42 40 35 93 Added Vol: 0 30 0 0 41 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 2645 21 51 1046 12 21 8 42 40 35 93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 2645 21 51 1046 12 21 8 42 40 35 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 2645 21 51 1046 12 21 8 42 40 35 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 2645 21 51 1046 12 21 8 42 40 35 93 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.98 0.02 1.00 2.96 0.04 0.30 0.11 0.59 0.53 0.47 1.00 Final Sat.: 1750 5556 44 1750 5536 64 518 197 1035 960 840 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.48 0.48 0.03 0.19 0.19 0.04 0.04 0.04 0.04 0.04 0.05 Crit Moves: **** **** **** Green Time: 26.6 140 140.2 8.6 122 122.1 12.3 12.3 12.3 12.3 12.3 20.8 Volume/Cap: 0.06 0.58 0.58 0.58 0.26 0.26 0.56 0.56 0.56 0.58 0.58 0.43 Delay/Veh: 61.2 5.2 5.2 88.1 8.3 8.3 82.0 82.0 82.0 82.7 82.7 70.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.2 5.2 5.2 88.1 8.3 8.3 82.0 82.0 82.0 82.7 82.7 70.5 LOS by Move: E A A F A A F F F F F E HCM2k95thQ: 2 27 27 6 12 12 9 9 9 9 9 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 27 1013 36*** Lanes: 0 1 4 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 86 0 1 188 Loss Time (sec): 9 1 0 34 0 Critical V/C: 0.592 0 108*** 0 Avg Crit Del (sec/veh): 16.5 1 92 1 Avg Delay (sec/veh): 21.2 0 85 LOS: C+ t Lanes: 1 0 2 1 0 Final Vol: 88 2367*** 56 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 88 2367 56 36 1013 27 86 34 92 85 108 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 2367 56 36 1013 27 86 34 92 85 108 188 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 2367 56 36 1013 27 86 34 92 85 108 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 2367 56 36 1013 27 86 34 92 85 108 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 2367 56 36 1013 27 86 34 92 85 108 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 2367 56 36 1013 27 86 34 92 85 108 188 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.93 0.07 1.00 2.92 0.08 0.72 0.28 1.00 0.44 0.56 1.00 Final Sat.: 1750 5470 129 1750 5454 145 1290 510 1750 793 1007 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.43 0.43 0.02 0.19 0.19 0.07 0.07 0.05 0.11 0.11 0.11 Crit Moves: **** **** **** Green Time: 27.8 123 123.4 7.0 103 102.6 30.6 30.6 58.4 30.6 30.6 37.6 Volume/Cap: 0.31 0.60 0.60 0.50 0.31 0.31 0.37 0.37 0.15 0.60 0.60 0.49 Delay/Veh: 63.2 11.5 11.5 85.1 16.4 16.4 62.0 62.0 38.8 67.0 67.0 58.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.2 11.5 11.5 85.1 16.4 16.4 62.0 62.0 38.8 67.0 67.0 58.7 LOS by Move: E B+ B+ F B B E E D+ E E E+ HCM2k95thQ: 8 33 33 4 16 16 11 11 7 19 19 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Page 2-14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 27 1054 36*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 86 0 1 188 Loss Time (sec): 9 1 0 34 o Critical V/C: 0.597 0 108*** 0 Avg Crit Del (sec/veh): 16.5 1 92 1 Avg Delay (sec/veh): 21.0 0 85 LOS: C+ t Lanes: 1 0 2 1 0 Final Vol: 88 2397*** 56 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 88 2367 56 36 1013 27 86 34 92 85 108 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 2367 56 36 1013 27 86 34 92 85 108 188 Added Vol: 0 30 0 0 41 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 2397 56 36 1054 27 86 34 92 85 108 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 2397 56 36 1054 27 86 34 92 85 108 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 2397 56 36 1054 27 86 34 92 85 108 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 2397 56 36 1054 27 86 34 92 85 108 188 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.93 0.07 1.00 2.92 0.08 0.72 0.28 1.00 0.44 0.56 1.00 Final Sat.: 1750 5472 128 1750 5460 140 1290 510 1750 793 1007 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.44 0.44 0.02 0.19 0.19 0.07 0.07 0.05 0.11 0.11 0.11 Crit Moves: **** **** **** Green Time: 27.0 124 123.7 7.0 104 103.7 30.3 30.3 57.3 30.3 30.3 37.3 Volume/Cap: 0.32 0.60 0.60 0.50 0.32 0.32 0.37 0.37 0.16 0.60 0.60 0.49 Delay/Veh: 64.0 11.5 11.5 85.1 16.1 16.1 62.3 62.3 39.6 67.5 67.5 59.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.0 11.5 11.5 85.1 16.1 16.1 62.3 62.3 39.6 67.5 67.5 59.0 LOS by Move: E B+ B+ F B B E E D E E E+ HCM2k95thQ: 8 34 34 4 17 17 11 11 7 19 19 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-15 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 265 2 0 1 2 0 0 292 2 0 Vol Cnt Date: 5/11/2017 362`** 1 Rights=Include Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 99 1179 153*** 0 1 2 0 2 Signal=Protect Vol Cnt Date: 5/11/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 333 Loss Time (sec): 12 1 Critical V/C: 0.809 1 608 Avg Crit Del (sec/veh): 37.6 0 Avg Delay (sec/veh): 39.8 2 506*** LOS: D -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 390 1844*** 171 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 May 2017 << 08:00:00 AM Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 390 1844 171 153 1179 99 265 292 362 506 608 333 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 390 1844 171 153 1179 99 265 292 362 506 608 333 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 390 1844 171 153 1179 99 265 292 362 506 608 333 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 2.76 0.24 2.00 2.00 1.00 2.00 1.27 0.73 Final Sat.: 3150 5700 1750 3150 5166 434 3150 3800 1750 3150 2390 1309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.32 0.10 0.05 0.23 0.23 0.08 0.08 0.21 0.16 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 22.6 56.0 56.0 8.4 41.7 41.7 15.8 35.8 35.8 27.8 47.8 47.8 Volume/Cap: 0.77 0.81 0.24 0.81 0.77 0.77 0.75 0.30 0.81 0.81 0.75 0.75 Delay/Veh: 55.7 23.0 15.7 84.5 34.2 34.2 68.5 42.2 59.4 61.3 43.2 43.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.7 23.0 15.7 84.5 34.2 34.2 68.5 42.2 59.4 61.3 43.2 43.2 LOS by Move: E+ C+ B F C- C- E D E+ E D D HCM2k95thQ: 20 35 6 8 27 27 13 8 27 23 28 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-16 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 265 2 0 1 2 0 0 309 2 0 Vol Cnt Date: 5/11/2017 378`"` 1 Rights=Include Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 99 1194 179*** 0 1 2 0 2 Signal=Protect Vol Cnt Date: 5/11/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 348 Loss Time (sec): 12 1 Critical V/C: 0.831 1 621 Avg Crit Del (sec/veh): 39.7 0 Avg Delay (sec/veh): 41.1 2 506*** LOS: D -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 403 1860*** 171 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 May 2017 << 08:00:00 AM Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 13 16 0 26 15 0 0 17 16 0 13 15 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 403 1860 171 179 1194 99 265 309 378 506 621 348 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 403 1860 171 179 1194 99 265 309 378 506 621 348 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 403 1860 171 179 1194 99 265 309 378 506 621 348 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 403 1860 171 179 1194 99 265 309 378 506 621 348 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 2.76 0.24 2.00 2.00 1.00 2.00 1.26 0.74 Final Sat.: 3150 5700 1750 3150 5171 429 3150 3800 1750 3150 2370 1328 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.33 0.10 0.06 0.23 0.23 0.08 0.08 0.22 0.16 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 23.0 55.0 55.0 9.6 41.5 41.5 15.4 36.4 36.4 27.1 48.0 48.0 Volume/Cap: 0.78 0.83 0.25 0.83 0.78 0.78 0.76 0.31 0.83 0.83 0.76 0.76 Delay/Veh: 56.1 24.6 16.5 84.3 34.8 34.8 70.2 41.9 61.1 63.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 56.1 24.6 16.5 84.3 34.8 34.8 70.2 41.9 61.1 63.7 43.7 43.7 LOS by Move: E+ C B F C- C- E D E E D D HCM2k95thQ: 21 37 7 10 28 28 13 8 29 23 29 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-17 Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 08:00:00 AM Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 418 1803 0 0 1516 610 0 0 0 575 0 600 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 418 1803 0 0 1516 610 0 0 0 575 0 600 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 418 1803 0 0 1516 610 0 0 0 575 0 600 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.49 0.00 1.51 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2606 0 2644 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.32 0.00 0.00 0.20 0.35 0.00 0.00 0.00 0.22 0.00 0.23 Crit Moves: **** **** **** Green Time: 24.5 89.0 0.0 0.0 64.5 64.5 0.0 0.0 0.0 42.0 0.0 42.0 Volume/Cap: 0.76 0.50 0.00 0.00 0.43 0.76 0.00 0.00 0.00 0.74 0.00 0.76 Delay/Veh: 53.1 0.1 0.0 0.0 11.0 14.7 0.0 0.0 0.0 45.8 0.0 46.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.1 0.1 0.0 0.0 11.0 14.7 0.0 0.0 0.0 45.8 0.0 46.6 LOS by Move: D- A A A B+ B A A A D A D HCM2k95thQ: 18 2 0 0 11 30 0 0 0 30 0 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 610*** 1516 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 12/7/2017 Rights=Include Lanes: Final Vol: 0 0 Cycle Time (sec): 140 1 600*** 0 Loss Time (sec): 9 0 0 0 Critical V/C: 0.757 1! 0 0 Avg Crit Del (sec/veh): 29.1 0 0 0 Avg Delay(sec/veh): 18.5 1 575 LOS: 13- -t t* Lanes: 2 0 3 0 0 Final Vol: 418*** 1803 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 08:00:00 AM Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 418 1803 0 0 1516 610 0 0 0 575 0 600 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 418 1803 0 0 1516 610 0 0 0 575 0 600 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 418 1803 0 0 1516 610 0 0 0 575 0 600 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.49 0.00 1.51 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2606 0 2644 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.32 0.00 0.00 0.20 0.35 0.00 0.00 0.00 0.22 0.00 0.23 Crit Moves: **** **** **** Green Time: 24.5 89.0 0.0 0.0 64.5 64.5 0.0 0.0 0.0 42.0 0.0 42.0 Volume/Cap: 0.76 0.50 0.00 0.00 0.43 0.76 0.00 0.00 0.00 0.74 0.00 0.76 Delay/Veh: 53.1 0.1 0.0 0.0 11.0 14.7 0.0 0.0 0.0 45.8 0.0 46.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.1 0.1 0.0 0.0 11.0 14.7 0.0 0.0 0.0 45.8 0.0 46.6 LOS by Move: D- A A A B+ B A A A D A D HCM2k95thQ: 18 2 0 0 11 30 0 0 0 30 0 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-18 Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 08:00:00 AM Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 43 26 0 0 31 0 0 0 0 0 0 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 461 1829 0 0 1547 610 0 0 0 575 0 603 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 461 1829 0 0 1547 610 0 0 0 575 0 603 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 461 1829 0 0 1547 610 0 0 0 575 0 603 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 461 1829 0 0 1547 610 0 0 0 575 0 603 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.49 0.00 1.51 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2604 0 2646 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.32 0.00 0.00 0.20 0.35 0.00 0.00 0.00 0.22 0.00 0.23 Crit Moves: **** **** **** Green Time: 26.5 89.7 0.0 0.0 63.2 63.2 0.0 0.0 0.0 41.3 0.0 41.3 Volume/Cap: 0.77 0.50 0.00 0.00 0.45 0.77 0.00 0.00 0.00 0.75 0.00 0.77 Delay/Veh: 51.7 0.1 0.0 0.0 12.0 16.0 0.0 0.0 0.0 46.7 0.0 47.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.7 0.1 0.0 0.0 12.0 16.0 0.0 0.0 0.0 46.7 0.0 47.6 LOS by Move: D- A A A B B A A A D A D HCM2k95thQ: 20 2 0 0 12 31 0 0 0 30 0 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 610*** 1547 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 12/7/2017 Rights=Include Lanes: Final Vol: 0 0 Cycle Time (sec): 140 1 603*** 0 Loss Time (sec): 9 0 0 0 Critical V/C: 0.772 1! 0 0 Avg Crit Del (sec/veh): 30.1 0 0 0 Avg Delay (sec/veh): 19.2 1 575 LOS: 13- -t t* Lanes: 2 0 3 0 0 Final Vol: 461*** 1829 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 08:00:00 AM Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 43 26 0 0 31 0 0 0 0 0 0 3 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 461 1829 0 0 1547 610 0 0 0 575 0 603 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 461 1829 0 0 1547 610 0 0 0 575 0 603 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 461 1829 0 0 1547 610 0 0 0 575 0 603 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 461 1829 0 0 1547 610 0 0 0 575 0 603 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.49 0.00 1.51 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2604 0 2646 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.32 0.00 0.00 0.20 0.35 0.00 0.00 0.00 0.22 0.00 0.23 Crit Moves: **** **** **** Green Time: 26.5 89.7 0.0 0.0 63.2 63.2 0.0 0.0 0.0 41.3 0.0 41.3 Volume/Cap: 0.77 0.50 0.00 0.00 0.45 0.77 0.00 0.00 0.00 0.75 0.00 0.77 Delay/Veh: 51.7 0.1 0.0 0.0 12.0 16.0 0.0 0.0 0.0 46.7 0.0 47.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.7 0.1 0.0 0.0 12.0 16.0 0.0 0.0 0.0 46.7 0.0 47.6 LOS by Move: D- A A A B B A A A D A D HCM2k95thQ: 20 2 0 0 12 31 0 0 0 30 0 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 1492 594 - Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 12/7/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 636 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.760 0 0 0 � Avg Crit Del (sec/veh): 38.7 � 0 782"` 1 Avg Delay (sec/veh): 25.5 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 1571 407`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 08:00:00 AM Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1571 407 594 1492 0 636 0 782 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1571 407 594 1492 0 636 0 782 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1571 407 594 1492 0 636 0 782 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2535 0 2715 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.23 0.19 0.26 0.00 0.25 0.00 0.29 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 41.3 41.3 33.5 74.8 0.0 51.2 0.0 51.2 0.0 0.0 0.0 Volume/Cap: 0.00 0.54 0.76 0.76 0.47 0.00 0.66 0.00 0.76 0.00 0.00 0.00 Delay/Veh: 0.0 27.7 36.2 41.0 3.2 0.0 35.5 0.0 38.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 27.7 36.2 41.0 3.2 0.0 35.5 0.0 38.4 0.0 0.0 0.0 LOS by Move: A C D+ D A A D+ A D+ A A A HCM2k95thQ: 0 16 27 23 6 0 29 0 35 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 1521 596 - Lanes: 0 0 4 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 12/7/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 636 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.778 0 0 0 � Avg Crit Del (sec/veh): 39.2 � 0 835"` 1 Avg Delay (sec/veh): 26.3 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 1640 407`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 08:00:00 AM Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 69 0 2 29 0 0 0 53 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1640 407 596 1521 0 636 0 835 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1640 407 596 1521 0 636 0 835 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1640 407 596 1521 0 636 0 835 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1640 407 596 1521 0 636 0 835 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.43 0.00 1.57 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2507 0 2743 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.23 0.19 0.27 0.00 0.25 0.00 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 40.4 40.4 32.8 73.2 0.0 52.8 0.0 52.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.58 0.78 0.78 0.49 0.00 0.65 0.00 0.78 0.00 0.00 0.00 Delay/Veh: 0.0 29.0 38.2 42.6 4.2 0.0 34.2 0.0 38.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 29.0 38.2 42.6 4.2 0.0 34.2 0.0 38.1 0.0 0.0 0.0 LOS by Move: A C D+ D A A C- A D+ A A A HCM2k95thQ: 0 18 27 24 8 0 29 0 37 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-21 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 0 1 3 0 213*** 2 0 373 3 Vol Cnt Date: 1/10/2018 0 Rights=Include Lanes: Final Vol: 131 1 140 Signal=Protect/Ri ghts=l ncl ude 200 527 304*** 0 1 3 0 2 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 298 Loss Time (sec): 12 1 Critical V/C: 0.693 2 697*** Avg Crit Del (sec/veh): 34.5 0 Avg Delay (sec/veh): 35.6 2 225 LOS: D+ -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 578 1664*** 193 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 578 1664 193 304 527 200 213 373 131 225 697 298 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 578 1664 193 304 527 200 213 373 131 225 697 298 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 578 1664 193 304 527 200 213 373 131 225 697 298 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 578 1664 193 304 527 200 213 373 131 225 697 298 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.07 0.93 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 3921 1676 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.29 0.11 0.10 0.09 0.11 0.07 0.07 0.07 0.07 0.18 0.18 Crit Moves **** **** **** **** Green Time: 48.3 59.0 59.0 19.5 30.1 30.1 13.7 25.4 25.4 24.2 35.9 35.9 Volume/Cap: 0.53 0.69 0.26 0.69 0.43 0.53 0.69 0.36 0.41 0.41 0.69 0.69 Delay/Veh: 24.3 18.0 13.8 56.0 39.0 40.2 67.8 50.4 51.6 52.1 48.6 48.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 24.3 18.0 13.8 56.0 39.0 40.2 67.8 50.4 51.6 52.1 48.6 48.6 LOS by Move: C B B E+ D D E D D- D- D D HCM2k95thQ: 16 24 6 14 11 14 10 8 10 9 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-22 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 0 1 3 0 213*** 2 0 515 3 Vol Cnt Date: 1/10/2018 0 Rights=Include Lanes: Final Vol: 131 1 140 Signal=Protect/Ri ghts=l ncl ude 200 527 386*** 0 1 3 0 2 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 367 Loss Time (sec): 12 1 Critical V/C: 0.755 2 797*** Avg Crit Del (sec/veh): 38.4 0 Avg Delay(sec/veh): 38.3 2 286 LOS: D+ -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 578 1664*** 375 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 578 1664 193 304 527 200 213 373 131 225 697 298 Added Vol: 0 0 182 82 0 0 0 142 0 61 100 69 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 578 1664 375 386 527 200 213 515 131 286 797 367 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 578 1664 375 386 527 200 213 515 131 286 797 367 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 578 1664 375 386 527 200 213 515 131 286 797 367 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 578 1664 375 386 527 200 213 515 131 286 797 367 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.02 0.98 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 3832 1765 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.29 0.21 0.12 0.09 0.11 0.07 0.09 0.07 0.09 0.21 0.21 Crit Moves **** **** **** **** Green Time: 47.4 54.1 54.1 22.7 29.5 29.5 12.5 25.5 25.5 25.6 38.6 38.6 Volume/Cap: 0.54 0.75 0.55 0.75 0.44 0.54 0.75 0.50 0.41 0.50 0.75 0.75 Delay/Veh: 25.3 23.1 20.4 55.1 39.7 40.9 73.2 51.8 51.5 52.1 48.6 48.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.3 23.1 20.4 55.1 39.7 40.9 73.2 51.8 51.5 52.1 48.6 48.6 LOS by Move: C C C+ E+ D D E D- D- D- D D HCM2k95thQ: 17 28 17 18 11 14 11 12 10 12 26 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #12: De Anza Boulevard / McClellan Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 58 506 73*** Lanes: 0 1 4 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 170 1 0 96 Loss Time (sec): 12 1 1 57 0 Critical V/C: 0.698 0 85*** 0 � Avg Crit Del (sec/veh): 32.2 � 0 210*** 1 Avg Delay (sec/veh): 36.4 2 45 LOS: D+ t Lanes: 1 0 2 1 0 Final Vol: 345 2009*** 97 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 345 2009 97 73 506 58 170 57 210 45 85 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2009 97 73 506 58 170 57 210 45 85 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2009 97 73 506 58 170 57 210 45 85 96 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.93 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.86 0.14 1.00 3.57 0.43 1.50 0.50 1.00 2.00 0.47 0.53 Final Sat.: 1750 5342 258 1750 6727 771 2658 891 1750 3150 845 955 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.38 0.38 0.04 0.08 0.08 0.06 0.06 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 60.6 75.4 75.4 8.4 23.1 23.1 24.1 24.1 24.1 20.2 20.2 20.2 Volume/Cap: 0.46 0.70 0.70 0.70 0.46 0.46 0.37 0.37 0.70 0.10 0.70 0.70 Delay/Veh: 28.5 24.6 24.6 83.4 53.0 53.0 51.7 51.7 61.6 52.1 65.2 65.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.5 24.6 24.6 83.4 53.0 53.0 51.7 51.7 61.6 52.1 65.2 65.2 LOS by Move: C C C F D- D- D- D- E D- E E HCM2k95thQ: 19 36 36 7 10 10 9 9 19 2 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #12: De Anza Boulevard / McClellan Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 58 567 73*** Lanes: 0 1 4 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 170 1 0 96 Loss Time (sec): 12 1 1 57 o Critical V/C: 0.734 0 85*** 0 Avg Crit Del (sec/veh): 32.0 0 210*** 1 Avg Delay (sec/veh): 36.1 2 45 LOS: D+ t Lanes: 1 0 2 1 0 Final Vol: 345 2191*** 97 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 182 0 0 61 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 345 2191 97 73 567 58 170 57 210 45 85 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2191 97 73 567 58 170 57 210 45 85 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2191 97 73 567 58 170 57 210 45 85 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2191 97 73 567 58 170 57 210 45 85 96 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.93 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.87 0.13 1.00 3.61 0.39 1.50 0.50 1.00 2.00 0.47 0.53 Final Sat.: 1750 5362 237 1750 6803 696 2658 891 1750 3150 845 955 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.41 0.41 0.04 0.08 0.08 0.06 0.06 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 60.4 78.0 78.0 8.0 25.5 25.5 22.9 22.9 22.9 19.2 19.2 19.2 Volume/Cap: 0.46 0.73 0.73 0.73 0.46 0.46 0.39 0.39 0.73 0.10 0.73 0.73 Delay/Veh: 28.6 24.2 24.2 89.3 51.3 51.3 52.8 52.8 65.1 53.0 68.8 68.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.6 24.2 24.2 89.3 51.3 51.3 52.8 52.8 65.1 53.0 68.8 68.8 LOS by Move: C C C F D- D- D- D- E D- E E HCM2k95thQ: 19 39 39 7 11 11 9 9 20 2 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 66 484 213*** Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 145 100*** 2 1 529*** Loss Time (sec): 12 0 0 42 0 Critical V/C: 0.833 1 125 1 Avg Crit Del (sec/veh): 33.7 0 11 0 Avg Delay (sec/veh): 33.4 1 157 LOS: C- Lanes: 1 0 2 1 0 Final Vol: 36 1928*** 99 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 36 1928 99 213 484 66 100 42 11 157 125 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1928 99 213 484 66 100 42 11 157 125 529 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 1928 99 213 484 66 100 42 11 157 125 529 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 1928 99 213 484 66 100 42 11 157 125 529 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 1928 99 213 484 66 100 42 11 157 125 529 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 1928 99 213 484 66 100 42 11 157 125 529 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.85 0.15 2.00 3.50 0.50 2.00 0.79 0.21 1.00 1.00 1.00 Final Sat.: 1750 5326 273 3150 6599 900 3150 1426 374 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.36 0.36 0.07 0.07 0.07 0.03 0.03 0.03 0.09 0.07 0.30 Crit Moves **** **** **** **** Green Time: 29.4 62.3 62.3 11.6 44.6 44.6 7.0 25.7 25.7 33.4 52.0 52.0 Volume/Cap: 0.10 0.84 0.84 0.84 0.24 0.24 0.66 0.17 0.17 0.39 0.18 0.84 Delay/Veh: 39.2 21.3 21.3 83.7 26.5 26.5 77.9 50.8 50.8 47.8 32.0 52.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 21.3 21.3 83.7 26.5 26.5 77.9 50.8 50.8 47.8 32.0 52.7 LOS by Move: D C+ C+ F C C E- D D D C- D- HCM2k95thQ: 2 38 38 12 7 7 8 4 4 12 7 40 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 67 543 213*** Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 145 104*** 2 1 530*** Loss Time (sec): 12 0 0 46 0 Critical V/C: 0.869 1 126 1 Avg Crit Del (sec/veh): 34.3 0 11 0 Avg Delay (sec/veh): 33.5 1 157 LOS: C- Lanes: 1 0 2 1 0 Final Vol: 36 2105*** 101 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 36 1928 99 213 484 66 100 42 11 157 125 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1928 99 213 484 66 100 42 11 157 125 529 Added Vol: 0 177 2 0 59 1 4 4 0 0 1 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 2105 101 213 543 67 104 46 11 157 126 530 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 2105 101 213 543 67 104 46 11 157 126 530 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 2105 101 213 543 67 104 46 11 157 126 530 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 2105 101 213 543 67 104 46 11 157 126 530 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.86 0.14 2.00 3.54 0.46 2.00 0.81 0.19 1.00 1.00 1.00 Final Sat.: 1750 5343 256 3150 6675 824 3150 1453 347 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.39 0.39 0.07 0.08 0.08 0.03 0.03 0.03 0.09 0.07 0.30 Crit Moves **** **** **** **** Green Time: 28.3 64.9 64.9 11.1 47.7 47.7 7.0 24.7 24.7 32.2 49.9 49.9 Volume/Cap: 0.11 0.88 0.88 0.88 0.25 0.25 0.68 0.19 0.19 0.40 0.19 0.88 Delay/Veh: 40.3 20.7 20.7 91.3 23.9 23.9 80.0 51.8 51.8 48.9 33.5 58.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.3 20.7 20.7 91.3 23.9 23.9 80.0 51.8 51.8 48.9 33.5 58.7 LOS by Move: D C+ C+ F C C F D- D- D C- E+ HCM2k95thQ: 2 43 43 12 7 7 8 5 5 12 7 42 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 294 712*** 0 Lanes: 0 1 2 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 776*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.610 1! 0 0 Avg Crit Del (sec/veh): 34.0 0 0 0 Avg Delay (sec/veh): 22.4 1 150 LOS: C+ t Lanes: 2 0 3 0 0 Final Vol: 492*** 1444 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 492 1444 0 0 712 294 0 0 0 150 0 776 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1444 0 0 712 294 0 0 0 150 0 776 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1444 0 0 712 294 0 0 0 150 0 776 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.09 0.91 0.00 0.00 0.00 1.17 0.00 1.83 Final Sat.: 3150 5700 0 0 3961 1636 0 0 0 2040 0 3301 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.25 0.00 0.00 0.18 0.18 0.00 0.00 0.00 0.07 0.00 0.24 Crit Moves: **** **** **** Green Time: 35.8 77.1 0.0 0.0 41.2 41.2 0.0 0.0 0.0 53.9 0.0 53.9 Volume/Cap: 0.61 0.46 0.00 0.00 0.61 0.61 0.00 0.00 0.00 0.19 0.00 0.61 Delay/Veh: 36.8 3.6 0.0 0.0 31.3 31.3 0.0 0.0 0.0 28.6 0.0 35.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 36.8 3.6 0.0 0.0 31.3 31.3 0.0 0.0 0.0 28.6 0.0 35.3 LOS by Move: D+ A A A C C A A A C A D+ HCM2k95thQ: 18 7 0 0 19 19 0 0 0 8 0 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 294 772*** 0 Lanes: 0 1 2 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 913*** Loss Time (sec): 9 0 0 o 0 Critical V/C: 0.663 1! 0 0 Avg Crit Del (sec/veh): 35.0 0 0 0 Avg Delay (sec/veh): 24.2 1 150 LOS: C t Lanes: 2 0 3 0 0 Final Vol: 492*** 1486 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 42 0 0 60 0 0 0 0 0 0 137 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 492 1486 0 0 772 294 0 0 0 150 0 913 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1486 0 0 772 294 0 0 0 150 0 913 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1486 0 0 772 294 0 0 0 150 0 913 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1486 0 0 772 294 0 0 0 150 0 913 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.14 0.86 0.00 0.00 0.00 1.14 0.00 1.86 Final Sat.: 3150 5700 0 0 4054 1544 0 0 0 2003 0 3340 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.26 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.07 0.00 0.27 Crit Moves: **** **** **** Green Time: 33.0 73.2 0.0 0.0 40.2 40.2 0.0 0.0 0.0 57.8 0.0 57.8 Volume/Cap: 0.66 0.50 0.00 0.00 0.66 0.66 0.00 0.00 0.00 0.18 0.00 0.66 Delay/Veh: 40.7 5.9 0.0 0.0 33.1 33.1 0.0 0.0 0.0 26.1 0.0 34.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.7 5.9 0.0 0.0 33.1 33.1 0.0 0.0 0.0 26.1 0.0 34.3 LOS by Move: D A A A C- C- A A A C A C- HCM2k95thQ: 19 10 0 0 22 22 0 0 0 7 0 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 441 241*** Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 249 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.614 0 0 0 � Avg Crit Del (sec/veh): 14.8 � 0 301- 1 Avg Delay (sec/veh): 12.8 0 0 LOS: B t Lanes: 0 0 2 1 0 Final Vol: 0 1903*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1903 261 241 441 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1903 261 241 441 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1903 261 241 441 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.62 0.38 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 4924 675 3150 5700 0 2542 0 2708 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.39 0.08 0.08 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 88.2 88.2 17.5 106 0.0 25.4 0.0 25.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.61 0.61 0.61 0.10 0.00 0.54 0.00 0.61 0.00 0.00 0.00 Delay/Veh: 0.0 0.3 0.3 55.4 0.0 0.0 52.6 0.0 54.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.3 0.3 55.4 0.0 0.0 52.6 0.0 54.1 0.0 0.0 0.0 LOS by Move: A A A E+ A A D- A D- A A A HCM2k95thQ: 0 2 2 11 0 0 15 0 17 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 453 289*** Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 249 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.638 0 0 0 Avg Crit Del (sec/veh): 15.3 0 301- 1 Avg Delay (sec/veh): 13.2 0 0 LOS: B t Lanes: 0 0 2 1 0 Final Vol: 0 1945*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 42 0 48 12 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1945 261 289 453 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1945 261 289 453 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1945 261 289 453 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1945 261 289 453 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.63 0.37 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 4937 662 3150 5700 0 2542 0 2708 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.39 0.09 0.08 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 86.5 86.5 20.1 107 0.0 24.4 0.0 24.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.64 0.64 0.64 0.10 0.00 0.56 0.00 0.64 0.00 0.00 0.00 Delay/Veh: 0.0 0.4 0.4 53.2 0.0 0.0 53.7 0.0 55.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.4 0.4 53.2 0.0 0.0 53.7 0.0 55.3 0.0 0.0 0.0 LOS by Move: A A A D- A A D- A E+ A A A HCM2k95thQ: 0 2 2 13 0 0 15 0 17 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-31 Vallco Special Area Specific Plan SJ17-1776 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.631 1 233*** 0 � Avg Crit Del (sec/veh): 20.4 � 0 0 1 Avg Delay (sec/veh): 19.8 2 124 LOS: 13- t* -t Lanes: 1 0 2 0 1 Final Vol: 208 1194*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 208 1194 191 211 266 62 104 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1194 191 211 266 62 104 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1194 191 211 266 62 104 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1194 191 211 266 62 104 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.24 1.76 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2178 3268 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.31 0.11 0.07 0.07 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 29.3 45.5 45.5 9.7 25.9 25.9 10.0 10.0 0.0 17.8 17.8 0.0 Volume/Cap: 0.39 0.66 0.23 0.66 0.26 0.13 0.45 0.45 0.00 0.21 0.66 0.00 Delay/Veh: 18.6 8.1 5.7 42.8 20.4 19.6 40.5 40.5 0.0 32.9 40.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 18.6 8.1 5.7 42.8 20.4 19.6 40.5 40.5 0.0 32.9 40.2 0.0 LOS by Move: B- A A D C+ B- D D A C- D A HCM2k95thQ: 8 16 3 7 5 2 6 6 0 4 12 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 62 266 211 - Lanes: 1 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 95 104 1 1 0 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.631 1 233*** 0 � Avg Crit Del (sec/veh): 20.4 � 0 0 1 Avg Delay (sec/veh): 19.8 2 124 LOS: 13- t* -t Lanes: 1 0 2 0 1 Final Vol: 208 1194*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 208 1194 191 211 266 62 104 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1194 191 211 266 62 104 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1194 191 211 266 62 104 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1194 191 211 266 62 104 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.24 1.76 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2178 3268 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.31 0.11 0.07 0.07 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 29.3 45.5 45.5 9.7 25.9 25.9 10.0 10.0 0.0 17.8 17.8 0.0 Volume/Cap: 0.39 0.66 0.23 0.66 0.26 0.13 0.45 0.45 0.00 0.21 0.66 0.00 Delay/Veh: 18.6 8.1 5.7 42.8 20.4 19.6 40.5 40.5 0.0 32.9 40.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 18.6 8.1 5.7 42.8 20.4 19.6 40.5 40.5 0.0 32.9 40.2 0.0 LOS by Move: B- A A D C+ B- D D A C- D A HCM2k95thQ: 8 16 3 7 5 2 6 6 0 4 12 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-32 Vallco Special Area Specific Plan SJ17-1776 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.643 1 233*** 0 � Avg Crit Del (sec/veh): 20.4 � 0 0 1 Avg Delay (sec/veh): 19.7 2 124 LOS: 13- t* -t Lanes: 1 0 2 0 1 Final Vol: 208 1223*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 29 0 0 9 3 13 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 208 1223 191 211 275 65 117 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1223 191 211 275 65 117 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1223 191 211 275 65 117 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1223 191 211 275 65 117 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.33 1.67 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2334 3112 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.32 0.11 0.07 0.07 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 29.4 45.9 45.9 9.6 26.1 26.1 10.0 10.0 0.0 17.5 17.5 0.0 Volume/Cap: 0.38 0.67 0.23 0.67 0.26 0.14 0.48 0.48 0.00 0.21 0.67 0.00 Delay/Veh: 18.4 8.0 5.5 43.4 20.3 19.6 40.7 40.7 0.0 33.1 40.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 18.4 8.0 5.5 43.4 20.3 19.6 40.7 40.7 0.0 33.1 40.8 0.0 LOS by Move: B- A A D C+ B- D D A C- D A HCM2k95thQ: 8 16 3 7 5 2 6 6 0 4 12 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 65 275 211 - Lanes: 1 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 95 117 1 1 0 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.643 1 233*** 0 � Avg Crit Del (sec/veh): 20.4 � 0 0 1 Avg Delay (sec/veh): 19.7 2 124 LOS: 13- t* -t Lanes: 1 0 2 0 1 Final Vol: 208 1223*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 29 0 0 9 3 13 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 208 1223 191 211 275 65 117 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1223 191 211 275 65 117 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1223 191 211 275 65 117 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1223 191 211 275 65 117 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.33 1.67 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2334 3112 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.32 0.11 0.07 0.07 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 29.4 45.9 45.9 9.6 26.1 26.1 10.0 10.0 0.0 17.5 17.5 0.0 Volume/Cap: 0.38 0.67 0.23 0.67 0.26 0.14 0.48 0.48 0.00 0.21 0.67 0.00 Delay/Veh: 18.4 8.0 5.5 43.4 20.3 19.6 40.7 40.7 0.0 33.1 40.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 18.4 8.0 5.5 43.4 20.3 19.6 40.7 40.7 0.0 33.1 40.8 0.0 LOS by Move: B- A A D C+ B- D D A C- D A HCM2k95thQ: 8 16 3 7 5 2 6 6 0 4 12 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 83*** 0 0 Lanes: 1 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 54*** 1 0 112 Loss Time (sec): 12 0 1 655 2 Critical V/C: 0.419 2 1326*** 1 7;11 Avg Crit Del (sec/veh): 17.1 0 85 0 Avg Delay (sec/veh): 22.4 1 204 LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 74*** 0 104 Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 74 0 104 0 0 83 54 655 85 204 1326 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 0 104 0 0 83 54 655 85 204 1326 112 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 74 0 104 0 0 83 54 655 85 204 1326 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 0 104 0 0 83 54 655 85 204 1326 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 0 104 0 0 83 54 655 85 204 1326 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 0 104 0 0 83 54 655 85 204 1326 112 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.64 0.36 1.00 2.76 0.24 Final Sat.: 1750 0 1750 0 0 1750 1750 4956 643 1750 5163 436 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.05 0.03 0.13 0.13 0.12 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 17.0 0.0 17.0 0.0 0.0 13.6 8.8 43.7 43.7 38.6 73.5 73.5 Volume/Cap: 0.30 0.00 0.42 0.00 0.00 0.42 0.42 0.36 0.36 0.36 0.42 0.42 Delay/Veh: 46.8 0.0 48.1 0.0 0.0 51.0 55.3 28.0 28.0 31.7 12.2 12.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.8 0.0 48.1 0.0 0.0 51.0 55.3 28.0 28.0 31.7 12.2 12.2 LOS by Move: D A D A A D E+ C C C B B HCM2k95thQ: 6 0 8 0 0 7 4 12 12 11 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 83*** 0 0 Lanes: 1 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 54*** 1 0 112 Loss Time (sec): 12 0 1 1061 2 Critical V/C: 0.465 2 1556*** 1 7;11 Avg Crit Del (sec/veh): 15.8 0 85 0 Avg Delay (sec/veh): 20.7 1 204 LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 74*** 0 104 Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 74 0 104 0 0 83 54 655 85 204 1326 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 0 104 0 0 83 54 655 85 204 1326 112 Added Vol: 0 0 0 0 0 0 0 406 0 0 230 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 74 0 104 0 0 83 54 1061 85 204 1556 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 0 104 0 0 83 54 1061 85 204 1556 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 0 104 0 0 83 54 1061 85 204 1556 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 0 104 0 0 83 54 1061 85 204 1556 112 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.77 0.23 1.00 2.79 0.21 Final Sat.: 1750 0 1750 0 0 1750 1750 5184 415 1750 5223 376 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.05 0.03 0.20 0.20 0.12 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 15.3 0.0 15.3 0.0 0.0 12.2 8.0 54.1 54.1 30.8 76.9 76.9 Volume/Cap: 0.33 0.00 0.46 0.00 0.00 0.46 0.46 0.45 0.45 0.45 0.46 0.46 Delay/Veh: 48.5 0.0 50.1 0.0 0.0 52.7 56.9 22.9 22.9 38.3 11.1 11.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.5 0.0 50.1 0.0 0.0 52.7 56.9 22.9 22.9 38.3 11.1 11.1 LOS by Move: D A D A A D- E+ C+ C+ D+ B+ B+ HCM2k95thQ: 6 0 9 0 0 7 4 18 18 12 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-35 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l nd u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 462*** 1 Critical V/C: 0.556 1 960 1 Avg Crit Del (sec/veh): 30.3 0 214 0 Avg Delay (sec/veh): 23.9 1 205*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 365*** 0 279 Signal=Spl it/Rights=l nd u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 365 0 279 0 0 0 0 462 214 205 960 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 0 279 0 0 0 0 462 214 205 960 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 365 0 279 0 0 0 0 462 214 205 960 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 365 0 279 0 0 0 0 462 214 205 960 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 0 279 0 0 0 0 462 214 205 960 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 365 0 279 0 0 0 0 462 214 205 960 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.35 0.65 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2528 1171 1750 3700 0 ------------ I---------------II---------------II--------------- Capacity Analysis Module: II ---------------I Vol/Sat: 0.21 0.00 0.16 0.00 0.00 0.00 0.00 0.18 0.18 0.12 0.26 0.00 Crit Moves: **** **** **** Green Time: 39.4 0.0 39.4 0.0 0.0 0.0 0.0 34.5 34.5 22.1 56.6 0.0 Volume/Cap: 0.56 0.00 0.43 0.00 0.00 0.00 0.00 0.56 0.56 0.56 0.48 0.00 Delay/Veh: 27.0 0.0 24.8 0.0 0.0 0.0 0.0 29.5 29.5 38.9 15.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.0 0.0 24.8 0.0 0.0 0.0 0.0 29.5 29.5 38.9 15.2 0.0 LOS by Move: C A C A A A A C C D+ B A HCM2k95thQ: 19 0 14 0 0 0 0 17 17 12 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l ncl u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 493*** 1 Critical V/C: 0.573 1 982 1 Avg Crit Del (sec/veh): 30.4 0 226 0 Avg Delay (sec/veh): 23.9 1 205*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 371*** 0 279 Signal=Spl it/Rights=l nd u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 365 0 279 0 0 0 0 462 214 205 960 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 0 279 0 0 0 0 462 214 205 960 0 Added Vol: 6 0 0 0 0 0 0 31 12 0 22 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 371 0 279 0 0 0 0 493 226 205 982 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 371 0 279 0 0 0 0 493 226 205 982 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 0 279 0 0 0 0 493 226 205 982 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 371 0 279 0 0 0 0 493 226 205 982 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.35 0.65 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2536 1163 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.16 0.00 0.00 0.00 0.00 0.19 0.19 0.12 0.27 0.00 Crit Moves: **** **** **** Green Time: 38.9 0.0 38.9 0.0 0.0 0.0 0.0 35.6 35.6 21.5 57.1 0.0 Volume/Cap: 0.57 0.00 0.43 0.00 0.00 0.00 0.00 0.57 0.57 0.57 0.49 0.00 Delay/Veh: 27.7 0.0 25.2 0.0 0.0 0.0 0.0 29.1 29.1 39.9 15.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.7 0.0 25.2 0.0 0.0 0.0 0.0 29.1 29.1 39.9 15.0 0.0 LOS by Move: C A C A A A A C C D B A HCM2k95thQ: 20 0 14 0 0 0 0 18 18 12 18 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 118 125 112*** Lanes: 0 1 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 149*** 1 0 78 Loss Time (sec): 12 0 1 631 2 Critical V/C: 0.710 2 1402*** 1 Avg Crit Del (sec/veh): 35.5 0 28 0 Avg Delay (sec/veh): 34.9 1 110 LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 134 221*** 174 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 221 174 112 125 118 149 631 28 110 1402 78 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 134 221 174 112 125 118 149 631 28 110 1402 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 221 174 112 125 118 149 631 28 110 1402 78 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 221 174 112 125 118 149 631 28 110 1402 78 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.56 0.44 1.00 0.51 0.49 1.00 2.87 0.13 1.00 2.84 0.16 Final Sat.: 1750 1007 793 1750 926 874 1750 5362 238 1750 5304 295 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.22 0.06 0.14 0.14 0.09 0.12 0.12 0.06 0.26 0.26 Crit Moves **** **** **** **** Green Time: 15.9 34.0 34.0 9.9 28.0 28.0 13.2 35.1 35.1 19.0 40.9 40.9 Volume/Cap: 0.53 0.71 0.71 0.71 0.53 0.53 0.71 0.37 0.37 0.36 0.71 0.71 Delay/Veh: 45.7 37.9 37.9 62.7 36.5 36.5 57.4 29.0 29.0 40.9 30.6 30.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 45.7 37.9 37.9 62.7 36.5 36.5 57.4 29.0 29.0 40.9 30.6 30.6 LOS by Move: D D+ D+ E D+ D+ E+ C C D C C HCM2k95thQ: 9 23 23 11 15 15 11 11 11 7 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-38 Vallco Special Area Specific Plan SJ17-1776 Loss Time (sec): 12 0 1 1037 2 Critical V/C: 0.771 2 1632*** 1 Avg Crit Del (sec/veh): 36.7 0 28 0 Avg Delay (sec/veh): 34.6 1 112 LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 134 221*** 183 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 221 174 112 125 118 149 631 28 110 1402 78 Added Vol: 0 0 9 12 0 0 0 406 0 2 230 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 134 221 183 124 125 118 149 1037 28 112 1632 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 221 183 124 125 118 149 1037 28 112 1632 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 221 183 124 125 118 149 1037 28 112 1632 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 221 183 124 125 118 149 1037 28 112 1632 84 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.55 0.45 1.00 0.51 0.49 1.00 2.92 0.08 1.00 2.85 0.15 Final Sat.: 1750 985 815 1750 926 874 1750 5453 147 1750 5326 274 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.22 0.07 0.14 0.14 0.09 0.19 0.19 0.06 0.31 0.31 Crit Moves **** **** **** **** Green Time: 15.2 32.0 32.0 10.1 26.9 26.9 12.1 41.8 41.8 14.1 43.7 43.7 Volume/Cap: 0.55 0.77 0.77 0.77 0.55 0.55 0.77 0.50 0.50 0.50 0.77 0.77 Delay/Veh: 46.9 42.6 42.6 69.0 37.8 37.8 64.8 26.3 26.3 46.5 30.5 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.9 42.6 42.6 69.0 37.8 37.8 64.8 26.3 26.3 46.5 30.5 30.5 LOS by Move: D D D E D+ D+ E C C D C C HCM2k95thQ: 9 24 24 12 15 15 11 17 17 7 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #19: Blaney Avenue / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 118 125 124*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 149*** 1 0 84 Loss Time (sec): 12 0 1 1037 2 Critical V/C: 0.771 2 1632*** 1 Avg Crit Del (sec/veh): 36.7 0 28 0 Avg Delay (sec/veh): 34.6 1 112 LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 134 221*** 183 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 221 174 112 125 118 149 631 28 110 1402 78 Added Vol: 0 0 9 12 0 0 0 406 0 2 230 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 134 221 183 124 125 118 149 1037 28 112 1632 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 221 183 124 125 118 149 1037 28 112 1632 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 221 183 124 125 118 149 1037 28 112 1632 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 221 183 124 125 118 149 1037 28 112 1632 84 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.55 0.45 1.00 0.51 0.49 1.00 2.92 0.08 1.00 2.85 0.15 Final Sat.: 1750 985 815 1750 926 874 1750 5453 147 1750 5326 274 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.22 0.07 0.14 0.14 0.09 0.19 0.19 0.06 0.31 0.31 Crit Moves **** **** **** **** Green Time: 15.2 32.0 32.0 10.1 26.9 26.9 12.1 41.8 41.8 14.1 43.7 43.7 Volume/Cap: 0.55 0.77 0.77 0.77 0.55 0.55 0.77 0.50 0.50 0.50 0.77 0.77 Delay/Veh: 46.9 42.6 42.6 69.0 37.8 37.8 64.8 26.3 26.3 46.5 30.5 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.9 42.6 42.6 69.0 37.8 37.8 64.8 26.3 26.3 46.5 30.5 30.5 LOS by Move: D D D E D+ D+ E C C D C C HCM2k95thQ: 9 24 24 12 15 15 11 17 17 7 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-39 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #20: Portal Avenue / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 43 10 168*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 180 62*** 1 0 161 Loss Time (sec): 9 0 1 888 2 Critical V/C: 0.465 2 1577*** 1 Avg Crit Del (sec/veh): 20.9 0 17 0 Avg Delay (sec/veh): 21.8 1 15 LOS: C+ t Lanes: 1 0 0 1 0 Final Vol: 33 24 33 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 33 24 33 168 10 43 62 888 17 15 1577 161 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 24 33 168 10 43 62 888 17 15 1577 161 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 24 33 168 10 43 62 888 17 15 1577 161 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 24 33 168 10 43 62 888 17 15 1577 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 24 33 168 10 43 62 888 17 15 1577 161 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 24 33 168 10 43 62 888 17 15 1577 161 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.42 0.58 1.00 0.19 0.81 1.00 2.94 0.06 1.00 2.71 0.29 Final Sat.: 1750 758 1042 1750 340 1460 1750 5495 105 1750 5081 519 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.10 0.03 0.03 0.04 0.16 0.16 0.01 0.31 0.31 Crit Moves: **** **** **** Green Time: 37.2 37.2 37.2 37.2 37.2 37.2 13.7 108 107.9 26.0 120 120.1 Volume/Cap: 0.09 0.15 0.15 0.47 0.14 0.14 0.47 0.27 0.27 0.06 0.47 0.47 Delay/Veh: 57.9 58.7 58.7 63.6 58.6 58.6 82.2 17.3 17.3 66.6 14.5 14.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.9 58.7 58.7 63.6 58.6 58.6 82.2 17.3 17.3 66.6 14.5 14.5 LOS by Move: E+ E+ E+ E E+ E+ F B B E B B HCM2k95thQ: 3 5 5 17 5 5 7 15 15 2 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-40 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #20: Portal Avenue / Stevens Creek Boulevard Sig nal=Permit/Rights=l nd u d e Final Vol: 43 10 168*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 180 62*** 1 0 161 Loss Time (sec): 9 0 1 1316 2 Critical V/C: 0.510 2 1815*** 1 Avg Crit Del (sec/veh): 19.4 0 17 0 Avg Delay (sec/veh): 19.3 1 15 LOS: 13- -t t* Lanes: 1 0 0 1 0 Final Vol: 33 24 33 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 33 24 33 168 10 43 62 888 17 15 1577 161 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 24 33 168 10 43 62 888 17 15 1577 161 Added Vol: 0 0 0 0 0 0 0 428 0 0 238 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 24 33 168 10 43 62 1316 17 15 1815 161 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 24 33 168 10 43 62 1316 17 15 1815 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 24 33 168 10 43 62 1316 17 15 1815 161 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 24 33 168 10 43 62 1316 17 15 1815 161 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.42 0.58 1.00 0.19 0.81 1.00 2.96 0.04 1.00 2.75 0.25 Final Sat.: 1750 758 1042 1750 340 1460 1750 5528 71 1750 5143 456 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.10 0.03 0.03 0.04 0.24 0.24 0.01 0.35 0.35 Crit Moves: **** **** **** Green Time: 33.9 33.9 33.9 33.9 33.9 33.9 12.5 118 117.9 19.3 125 124.6 Volume/Cap: 0.10 0.17 0.17 0.51 0.16 0.16 0.51 0.36 0.36 0.08 0.51 0.51 Delay/Veh: 60.6 61.5 61.5 66.9 61.3 61.3 84.4 14.1 14.1 72.6 13.3 13.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.6 61.5 61.5 66.9 61.3 61.3 84.4 14.1 14.1 72.6 13.3 13.3 LOS by Move: E E E E E E F B B E B B HCM2k95thQ: 3 5 5 17 5 5 7 20 20 2 29 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-41 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 11 4*** 23 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 42*** 2 0 53 Loss Time (sec): 12 0 1 1067 2 Critical V/C: 0.369 2 1706*** 1 � Avg Crit Del (sec/veh): 6.5 � 0 4 0 Avg Delay (sec/veh): 9.5 1 71 LOS: A t Lanes: 0 1 0 0 1 Final Vol: 4 0 24 Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 4 0 24 23 4 11 42 1067 4 71 1706 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 24 23 4 11 42 1067 4 71 1706 53 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 0 24 23 4 11 42 1067 4 71 1706 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 0 24 23 4 11 42 1067 4 71 1706 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 24 23 4 11 42 1067 4 71 1706 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 24 23 4 11 42 1067 4 71 1706 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.85 0.15 1.00 2.00 2.99 0.01 1.00 2.91 0.09 Final Sat.: 1800 0 1750 1533 267 1750 3150 5579 21 1750 5431 169 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.01 0.02 0.02 0.01 0.01 0.19 0.19 0.04 0.31 0.31 Crit Moves: **** **** **** Green Time: 10.0 0.0 10.0 10.0 10.0 10.0 7.0 117 117.0 26.0 136 136.0 Volume/Cap: 0.04 0.00 0.23 0.25 0.25 0.10 0.31 0.27 0.27 0.26 0.38 0.38 Delay/Veh: 73.1 0.0 74.9 75.1 75.1 73.7 78.0 8.7 8.7 61.6 3.8 3.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.1 0.0 74.9 75.1 75.1 73.7 78.0 8.7 8.7 61.6 3.8 3.8 LOS by Move: E A E E- E- E E- A A E A A HCM2k95thQ: 0 0 3 3 3 1 3 12 12 6 14 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-42 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 168*** 4 83 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 379*** 2 0 131 Loss Time (sec): 12 0 1 1158 2 Critical V/C: 0.603 2 1787*** 1 Avg Crit Del (sec/veh): 32.6 0 4 0 Avg Delay (sec/veh): 28.3 1 71 LOS: C t Lanes: 0 1 0 0 1 Final Vol: 4 0 24 Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 4 0 24 23 4 11 42 1067 4 71 1706 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 24 23 4 11 42 1067 4 71 1706 53 Added Vol: 0 0 0 60 0 157 337 91 0 0 81 78 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 0 24 83 4 168 379 1158 4 71 1787 131 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 0 24 83 4 168 379 1158 4 71 1787 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 24 83 4 168 379 1158 4 71 1787 131 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 24 83 4 168 379 1158 4 71 1787 131 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 0.95 0.05 1.00 2.00 2.99 0.01 1.00 2.79 0.21 Final Sat.: 1800 0 1750 1717 83 1750 3150 5581 19 1750 5217 382 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.01 0.05 0.05 0.10 0.12 0.21 0.21 0.04 0.34 0.34 Crit Moves: **** **** **** Green Time: 26.3 0.0 26.3 26.3 26.3 26.3 32.9 105 105.2 21.5 93.8 93.8 Volume/Cap: 0.01 0.00 0.09 0.30 0.30 0.60 0.60 0.33 0.33 0.31 0.60 0.60 Delay/Veh: 58.5 0.0 59.3 61.9 61.9 68.2 61.7 13.7 13.7 65.8 23.7 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 58.5 0.0 59.3 61.9 61.9 68.2 61.7 13.7 13.7 65.8 23.7 23.7 LOS by Move: E+ A E+ E E E E B B E C C HCM2k95thQ: 0 0 2 8 8 17 19 16 16 7 35 35 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-43 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 71 544 78*** Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/24/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 59 1 1 257 Loss Time (sec): 12 0 0 308 3 Critical V/C: 0.655 3 913 0 Avg Crit Del (sec/veh): 46.8 0 206*** 1 Avg Delay (sec/veh): 51.0 2 348*** LOS: D- Lanes: 2 0 2 0 1 Final Vol: 277 1285*** 28 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 24 May 2017 << 08:00:00 AM Base Vol: 277 1285 28 78 544 71 59 308 206 348 913 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 277 1285 28 78 544 71 59 308 206 348 913 257 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 277 1285 28 78 544 71 59 308 206 348 913 257 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 277 1285 28 78 544 71 59 308 206 348 913 257 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 277 1285 28 78 544 71 59 308 206 348 913 257 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 277 1285 28 78 544 71 59 308 206 348 913 257 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.34 0.02 0.04 0.10 0.04 0.03 0.05 0.12 0.11 0.16 0.15 Crit Moves: **** **** **** **** Green Time: 51.9 95.6 126.8 12.6 56.3 68.9 12.6 33.3 33.3 31.2 51.9 51.9 Volume/Cap: 0.31 0.65 0.02 0.65 0.31 0.11 0.50 0.30 0.65 0.65 0.57 0.52 Delay/Veh: 51.3 32.6 9.1 94.2 48.3 37.0 84.1 64.2 73.5 72.8 56.0 55.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.3 32.6 9.1 94.2 48.3 37.0 84.1 64.2 73.5 72.8 56.0 55.6 LOS by Move: D- C- A F D D+ F E E E E+ E+ HCM2k95thQ: 13 41 1 11 14 5 8 10 22 19 25 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Page 2-44 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 71 583 78*** Lanes: 1 0 4 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/24/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 59 1 1 257 Loss Time (sec): 12 0 0 308 3 Critical V/C: 0.691 3 913 0 Avg Crit Del (sec/veh): 48.6 0 223*** 1 Avg Delay (sec/veh): 51.3 2 377*** LOS: D- Lanes: 2 0 2 0 1 Final Vol: 286 1342*** 49 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 24 May 2017 << 08:00:00 AM Base Vol: 277 1285 28 78 544 71 59 308 206 348 913 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 277 1285 28 78 544 71 59 308 206 348 913 257 Added Vol: 9 57 21 0 39 0 0 0 17 29 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 286 1342 49 78 583 71 59 308 223 377 913 257 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 286 1342 49 78 583 71 59 308 223 377 913 257 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 286 1342 49 78 583 71 59 308 223 377 913 257 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 286 1342 49 78 583 71 59 308 223 377 913 257 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.35 0.03 0.04 0.10 0.04 0.03 0.05 0.13 0.12 0.16 0.15 Crit Moves: **** **** **** **** Green Time: 50.1 94.6 126.6 11.9 56.4 69.3 12.9 34.1 34.1 32.0 53.2 53.2 Volume/Cap: 0.34 0.69 0.04 0.69 0.34 0.11 0.48 0.29 0.69 0.69 0.56 0.51 Delay/Veh: 52.9 34.3 9.2 99.2 48.5 36.7 83.6 63.4 74.9 73.7 54.8 54.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.9 34.3 9.2 99.2 48.5 36.7 83.6 63.4 74.9 73.7 54.8 54.4 LOS by Move: D- C- A F D D+ F E E E D- D- HCM2k95thQ: 14 44 2 11 15 5 8 9 24 21 24 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-45 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq AM Intersection #23: Wolfe Road / Fremont Avenue Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 492 664*** 17 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/24/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 354*** 2 0 127 Loss Time (sec): 12 0 1 183 2 Critical V/C: 0.487 0 42*** 0 � Avg Crit Del (sec/veh): 44.8 � 0 148 1 Avg Delay (sec/veh): 49.7 1 6 LOS: D t Lanes: 1 0 2 1 0 Final Vol: 114*** 1026 30 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 24 May 2017 << 08:00:00 AM Base Vol: 114 1026 30 17 664 492 354 183 148 6 42 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 1026 30 17 664 492 354 183 148 6 42 127 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 114 1026 30 17 664 492 354 183 148 6 42 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 1026 30 17 664 492 354 183 148 6 42 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 1026 30 17 664 492 354 183 148 6 42 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 114 1026 30 17 664 492 354 183 148 6 42 127 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.91 0.09 0.05 1.95 1.00 2.00 2.00 1.00 1.00 0.25 0.75 Final Sat.: 1750 5441 159 93 3622 1800 3150 3800 1750 1750 447 1353 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.19 0.19 0.00 0.18 0.27 0.11 0.05 0.08 0.00 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 21.4 56.3 56.3 57.8 89.7 89.7 33.6 36.2 57.6 25.4 28.0 28.0 Volume/Cap: 0.56 0.62 0.62 0.59 0.38 0.56 0.62 0.25 0.27 0.03 0.62 0.62 Delay/Veh: 78.9 54.4 54.4 52.5 29.3 33.2 70.0 61.3 46.9 67.3 75.8 75.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.9 54.4 54.4 52.5 29.3 33.2 70.0 61.3 46.9 67.3 75.8 75.8 LOS by Move: E- D- D- D- C C- E E D E E- E- HCM2k95thQ: 12 28 28 27 21 33 19 8 12 1 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-46 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq AM Housinq Rich Alternative Intersection #23: Wolfe Road / Fremont Avenue Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 492 748*** 17 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/24/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 354*** 2 0 127 Loss Time (sec): 12 0 1 183 2 Critical V/C: 0.519 0 42*** 0 Avg Crit Del (sec/veh): 45.0 0 160 1 Avg Delay (sec/veh): 50.0 1 6 LOS: D t Lanes: 1 0 2 1 0 Final Vol: 126*** 1113 30 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 24 May 2017 << 08:00:00 AM Base Vol: 114 1026 30 17 664 492 354 183 148 6 42 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 1026 30 17 664 492 354 183 148 6 42 127 Added Vol: 12 87 0 0 84 0 0 0 12 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 1113 30 17 748 492 354 183 160 6 42 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 1113 30 17 748 492 354 183 160 6 42 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 1113 30 17 748 492 354 183 160 6 42 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 1113 30 17 748 492 354 183 160 6 42 127 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.92 0.08 0.05 1.95 1.00 2.00 2.00 1.00 1.00 0.25 0.75 Final Sat.: 1750 5453 147 82 3627 1800 3150 3800 1750 1750 447 1353 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.20 0.20 0.00 0.21 0.27 0.11 0.05 0.09 0.00 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 24.0 57.2 57.2 60.8 90.9 90.9 31.5 34.0 57.9 23.8 26.3 26.3 Volume/Cap: 0.56 0.66 0.66 0.63 0.42 0.56 0.66 0.26 0.29 0.03 0.66 0.66 Delay/Veh: 76.5 55.0 55.0 51.7 29.4 32.3 72.9 63.2 47.0 68.6 79.4 79.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.5 55.0 55.0 51.7 29.4 32.3 72.9 63.2 47.0 68.6 79.4 79.4 LOS by Move: E- D- D- D- C C- E E D E E- E- HCM2k95thQ: 13 31 31 31 24 33 20 8 13 1 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-47 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 801 62*** Lanes: 0 0 4 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 0 0 0 106 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.538 1! 0 0 � Avg Crit Del (sec/veh): 20.7 � 0 0 0 Avg Delay (sec/veh): 15.9 0 71... LOS: B 4t t t Lanes: 0 0 1 1 0 Final Vol: 0 1316*** 59 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 0 1316 59 62 801 0 0 0 0 71 0 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1316 59 62 801 0 0 0 0 71 0 106 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1316 59 62 801 0 0 0 0 71 0 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1316 59 62 801 0 0 0 0 71 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1316 59 62 801 0 0 0 0 71 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1316 59 62 801 0 0 0 0 71 0 106 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.91 0.09 1.00 2.00 0.00 0.00 0.00 0.00 0.40 0.00 0.60 Final Sat.: 0 3541 159 1750 3800 0 0 0 0 702 0 1048 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.37 0.37 0.04 0.21 0.00 0.00 0.00 0.00 0.10 0.00 0.10 Crit Moves: **** **** **** Green Time: 0.0 114 114.1 10.9 125 0.0 0.0 0.0 0.0 31.0 0.0 31.0 Volume/Cap: 0.00 0.54 0.54 0.54 0.28 0.00 0.00 0.00 0.00 0.54 0.00 0.54 Delay/Veh: 0.0 12.7 12.7 79.6 6.2 0.0 0.0 0.0 0.0 62.3 0.0 62.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 12.7 12.7 79.6 6.2 0.0 0.0 0.0 0.0 62.3 0.0 62.3 LOS by Move: A B B E- A A A A A E A E HCM2k95thQ: 0 30 30 7 12 0 0 0 0 17 0 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-48 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #24: Wolfe Road / Marion Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 0 898 62*** Lanes: 0 0 4 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 0 0 0 106 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.571 1! 0 0 � Avg Crit Del (sec/veh): 20.7 � 0 0 0 Avg Delay (sec/veh): 15.7 0 78*** LOS: B t Lanes: 0 0 1 1 0 Final Vol: 0 1415*** 62 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 0 1316 59 62 801 0 0 0 0 71 0 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1316 59 62 801 0 0 0 0 71 0 106 Added Vol: 0 99 3 0 97 0 0 0 0 7 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1415 62 62 898 0 0 0 0 78 0 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1415 62 62 898 0 0 0 0 78 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1415 62 62 898 0 0 0 0 78 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1415 62 62 898 0 0 0 0 78 0 106 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.91 0.09 1.00 2.00 0.00 0.00 0.00 0.00 0.42 0.00 0.58 Final Sat.: 0 3545 155 1750 3800 0 0 0 0 742 0 1008 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.40 0.40 0.04 0.24 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves: **** **** **** Green Time: 0.0 115 115.4 10.2 126 0.0 0.0 0.0 0.0 30.4 0.0 30.4 Volume/Cap: 0.00 0.57 0.57 0.57 0.31 0.00 0.00 0.00 0.00 0.57 0.00 0.57 Delay/Veh: 0.0 12.7 12.7 82.3 6.2 0.0 0.0 0.0 0.0 63.8 0.0 63.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 12.7 12.7 82.3 6.2 0.0 0.0 0.0 0.0 63.8 0.0 63.8 LOS by Move: A B B F A A A A A E A E HCM2k95thQ: 0 32 32 7 13 0 0 0 0 18 0 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-49 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 74 805 25*** Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 145 98 0 1 88 Loss Time (sec): 9 1 0 54*** 0 Critical V/C: 0.458 0 84 0 � Avg Crit Del (sec/veh): 15.2 � 1 39 1 Avg Delay(sec/veh): 18.3 0 49 LOS: 13 - Lanes: 1 0 1 1 0 Final Vol: 26 1188*** 36 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 26 1188 36 25 805 74 98 54 39 49 84 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 1188 36 25 805 74 98 54 39 49 84 88 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 26 1188 36 25 805 74 98 54 39 49 84 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 26 1188 36 25 805 74 98 54 39 49 84 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 1188 36 25 805 74 98 54 39 49 84 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 26 1188 36 25 805 74 98 54 39 49 84 88 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.94 0.06 1.00 1.83 0.17 0.64 0.36 1.00 0.37 0.63 1.00 Final Sat.: 1750 3591 109 1750 3388 311 1161 639 1750 663 1137 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.33 0.33 0.01 0.24 0.24 0.08 0.08 0.02 0.07 0.07 0.05 Crit Moves: **** **** **** Green Time: 18.5 103 102.8 7.0 91.2 91.2 26.2 26.2 44.8 26.2 26.2 33.2 Volume/Cap: 0.12 0.47 0.47 0.30 0.38 0.38 0.47 0.47 0.07 0.41 0.41 0.22 Delay/Veh: 56.2 9.3 9.3 68.6 13.2 13.2 54.2 54.2 35.5 53.4 53.4 45.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 56.2 9.3 9.3 68.6 13.2 13.2 54.2 54.2 35.5 53.4 53.4 45.6 LOS by Move: E+ A A E B B D- D- D+ D- D- D HCM2k95thQ: 2 21 21 2 18 18 13 13 3 11 11 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 74 909 25*** Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 145 98 0 1 88 Loss Time (sec): 9 1 0 54*** 0 Critical V/C: 0.488 0 84 0 � Avg Crit Del (sec/veh): 14.7 � 1 46 1 Avg Delay (sec/veh): 17.7 0 56 LOS: B t Lanes: 1 0 1 1 0 Final Vol: 29 1289*** 39 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 26 1188 36 25 805 74 98 54 39 49 84 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 1188 36 25 805 74 98 54 39 49 84 88 Added Vol: 3 101 3 0 104 0 0 0 7 7 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 29 1289 39 25 909 74 98 54 46 56 84 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 1289 39 25 909 74 98 54 46 56 84 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 1289 39 25 909 74 98 54 46 56 84 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 1289 39 25 909 74 98 54 46 56 84 88 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.94 0.06 1.00 1.85 0.15 0.64 0.36 1.00 0.40 0.60 1.00 Final Sat.: 1750 3591 109 1750 3421 279 1161 639 1750 720 1080 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.36 0.36 0.01 0.27 0.27 0.08 0.08 0.03 0.08 0.08 0.05 Crit Moves: **** **** **** Green Time: 17.1 104 104.4 7.0 94.3 94.3 24.6 24.6 41.7 24.6 24.6 31.6 Volume/Cap: 0.14 0.50 0.50 0.30 0.41 0.41 0.50 0.50 0.09 0.46 0.46 0.23 Delay/Veh: 57.6 9.0 9.0 68.6 12.2 12.2 55.9 55.9 37.9 55.3 55.3 47.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.6 9.0 9.0 68.6 12.2 12.2 55.9 55.9 37.9 55.3 55.3 47.0 LOS by Move: E+ A A E B B E+ E+ D+ E+ E+ D HCM2k95thQ: 2 23 23 2 19 19 13 13 3 12 12 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-51 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 88 686 95*** Lanes: 0 1 4 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 176*** 1 0 84 Loss Time (sec): 12 0 1 441 2 Critical V/C: 0.683 1 742*** 0 Avg Crit Del (sec/veh): 30.9 0 185 1 Avg Delay (sec/veh): 32.9 2 374 LOS: C- t Lanes: 2 0 2 0 1 Final Vol: 282 980*** 0 Signal=Protect/Ri ghts=lg nore Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 282 980 418 95 686 88 176 441 185 374 742 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 282 980 418 95 686 88 176 441 185 374 742 84 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 282 980 418 95 686 88 176 441 185 374 742 84 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 282 980 0 95 686 88 176 441 185 374 742 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 282 980 0 95 686 88 176 441 185 374 742 84 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 282 980 0 95 686 88 176 441 185 374 742 84 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.65 0.35 1.00 2.00 1.00 2.00 1.79 0.21 Final Sat.: 3150 3800 1750 3150 4962 637 1750 3800 1750 3150 3323 376 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.26 0.00 0.03 0.14 0.14 0.10 0.12 0.11 0.12 0.22 0.22 Crit Moves **** **** **** **** Green Time: 19.5 42.6 0.0 7.0 30.1 30.1 16.6 26.4 26.4 27.0 36.8 36.8 Volume/Cap: 0.53 0.70 0.00 0.50 0.53 0.53 0.70 0.51 0.46 0.51 0.70 0.70 Delay/Veh: 38.6 20.3 0.0 52.0 28.2 28.2 55.1 39.1 39.0 38.7 36.0 36.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.6 20.3 0.0 52.0 28.2 28.2 55.1 39.1 39.0 38.7 36.0 36.0 LOS by Move: D+ C+ A D- C C E+ D D+ D+ D+ D+ HCM2k95thQ: 10 21 0 4 13 13 12 12 11 12 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-52 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 88 804 95*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 176*** 1 0 84 Loss Time (sec): 12 0 1 441 2 Critical V/C: 0.715 1 742*** 0 Avg Crit Del (sec/veh): 30.8 0 223 1 Avg Delay (sec/veh): 33.0 2 405 LOS: C- t Lanes: 2 0 2 0 1 Final Vol: 307 1087*** 0 Signal=Protect/Ri ghts=lg nore Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 282 980 418 95 686 88 176 441 185 374 742 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 282 980 418 95 686 88 176 441 185 374 742 84 Added Vol: 25 107 21 0 118 0 0 0 38 31 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 307 1087 439 95 804 88 176 441 223 405 742 84 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 307 1087 0 95 804 88 176 441 223 405 742 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 307 1087 0 95 804 88 176 441 223 405 742 84 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 307 1087 0 95 804 88 176 441 223 405 742 84 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.69 0.31 1.00 2.00 1.00 2.00 1.79 0.21 Final Sat.: 3150 3800 1750 3150 5047 552 1750 3800 1750 3150 3323 376 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.29 0.00 0.03 0.16 0.16 0.10 0.12 0.13 0.13 0.22 0.22 Crit Moves **** **** **** **** Green Time: 19.7 45.0 0.0 7.0 32.3 32.3 15.8 25.4 25.4 25.6 35.1 35.1 Volume/Cap: 0.57 0.73 0.00 0.50 0.57 0.57 0.73 0.53 0.58 0.58 0.73 0.73 Delay/Veh: 39.1 18.9 0.0 52.0 26.7 26.7 58.4 40.1 42.2 41.1 38.2 38.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.1 18.9 0.0 52.0 26.7 26.7 58.4 40.1 42.2 41.1 38.2 38.2 LOS by Move: D B- A D- C C E+ D D D D+ D+ HCM2k95thQ: 11 23 0 4 14 14 12 12 13 14 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-53 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 3 1106 113*** Lanes: 0 1 4 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 135 0 0 1 10 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.370 0 0 0 � Avg Crit Del (sec/veh): 13.4 � 0 6*** 1 Avg Delay (sec/veh): 9.8 3 10*** LOS: A t Lanes: 0 0 3 0 2 Final Vol: 0 1684*** 258 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1684 258 113 1106 3 0 0 6 10 0 10 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1684 258 113 1106 3 0 0 6 10 0 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1684 258 113 1106 3 0 0 6 10 0 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1684 258 113 1106 3 0 0 6 10 0 10 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.99 0.01 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5585 15 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.30 0.08 0.04 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.01 Crit Moves: **** **** **** **** Green Time: 0.0 91.8 101.8 11.2 103 103.0 0.0 0.0 10.0 10.0 0.0 21.2 Volume/Cap: 0.00 0.43 0.11 0.43 0.26 0.26 0.00 0.00 0.05 0.03 0.00 0.04 Delay/Veh: 0.0 9.9 4.5 60.1 4.8 4.8 0.0 0.0 58.2 58.0 0.0 48.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 9.9 4.5 60.1 4.8 4.8 0.0 0.0 58.2 58.0 0.0 48.3 LOS by Move: A A A E A A A A E+ E+ A D HCM2k95thQ: 0 19 3 5 9 9 0 0 1 0 0 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-54 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 3 1294 113*** Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 135 0 0 1 10 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.399 0 0 0 � Avg Crit Del (sec/veh): 13.2 � 0 6*** 1 Avg Delay (sec/veh): 9.6 3 10*** LOS: A t Lanes: 0 0 3 0 2 Final Vol: 0 1837*** 258 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1684 258 113 1106 3 0 0 6 10 0 10 Added Vol: 0 153 0 0 188 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1837 258 113 1294 3 0 0 6 10 0 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1837 258 113 1294 3 0 0 6 10 0 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1837 258 113 1294 3 0 0 6 10 0 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1837 258 113 1294 3 0 0 6 10 0 10 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.99 0.01 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5587 13 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.32 0.08 0.04 0.23 0.23 0.00 0.00 0.00 0.00 0.00 0.01 Crit Moves: **** **** **** **** Green Time: 0.0 92.7 102.7 10.3 103 103.0 0.0 0.0 10.0 10.0 0.0 20.3 Volume/Cap: 0.00 0.47 0.11 0.47 0.30 0.30 0.00 0.00 0.05 0.03 0.00 0.04 Delay/Veh: 0.0 9.9 4.2 61.2 5.0 5.0 0.0 0.0 58.2 58.0 0.0 49.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 9.9 4.2 61.2 5.0 5.0 0.0 0.0 58.2 58.0 0.0 49.1 LOS by Move: A A A E A A A A E+ E+ A D HCM2k95thQ: 0 21 3 5 11 11 0 0 1 0 0 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-55 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 17 1063 25*** Lanes: 0 1 4 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 35 1 0 35 Loss Time (sec): 12 0 1 2*** 0 Critical V/C: 0.338 0 4 1 Avg Crit Del (sec/veh): 20.9 0 101 0 Avg Delay (sec/veh): 23.5 1 72*** LOS: C Lanes: 2 0 4 1 0 Final Vol: 92 1838*** 32 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 92 1838 32 25 1063 17 35 2 101 72 4 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 1838 32 25 1063 17 35 2 101 72 4 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 1838 32 25 1063 17 35 2 101 72 4 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.91 0.09 1.00 2.95 0.05 1.00 0.02 0.98 1.00 0.10 0.90 Final Sat.: 3150 9239 161 1750 5512 88 1750 35 1765 1750 185 1615 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.20 0.20 0.01 0.19 0.19 0.02 0.06 0.06 0.04 0.02 0.02 Crit Moves **** **** **** **** Green Time: 18.6 91.0 91.0 7.0 79.4 79.4 18.5 26.2 26.2 18.8 26.5 26.5 Volume/Cap: 0.24 0.34 0.34 0.32 0.38 0.38 0.17 0.34 0.34 0.34 0.13 0.13 Delay/Veh: 62.2 16.5 16.5 74.0 22.9 22.9 61.7 57.5 57.5 63.3 54.7 54.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.2 16.5 16.5 74.0 22.9 22.9 61.7 57.5 57.5 63.3 54.7 54.7 LOS by Move: E B B E C+ C+ E E+ E+ E D- D- HCM2k95thQ: 5 16 16 3 19 19 3 9 9 7 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-56 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 17 1251*** 25 Lanes: 0 1 4 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 35 1 0 35 Loss Time (sec): 12 0 1 2*** 0 Critical V/C: 0.384 0 4 1 Avg Crit Del (sec/veh): 25.2 0 101 0 Avg Delay (sec/veh): 23.3 1 72*** LOS: C t Lanes: 2 0 4 1 0 Final Vol: 92*** 1991 32 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 0 153 0 0 188 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 92 1991 32 25 1251 17 35 2 101 72 4 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 1991 32 25 1251 17 35 2 101 72 4 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 1991 32 25 1251 17 35 2 101 72 4 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 1991 32 25 1251 17 35 2 101 72 4 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.92 0.08 1.00 2.96 0.04 1.00 0.02 0.98 1.00 0.10 0.90 Final Sat.: 3150 9251 149 1750 5525 75 1750 35 1765 1750 185 1615 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.22 0.22 0.01 0.23 0.23 0.02 0.06 0.06 0.04 0.02 0.02 Crit Moves: **** **** **** **** Green Time: 11.8 85.4 85.4 17.9 91.5 91.5 16.4 23.1 23.1 16.6 23.4 23.4 Volume/Cap: 0.38 0.39 0.39 0.12 0.38 0.38 0.19 0.38 0.38 0.38 0.14 0.14 Delay/Veh: 69.2 20.0 20.0 61.8 16.9 16.9 63.8 60.4 60.4 65.7 57.4 57.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 69.2 20.0 20.0 61.8 16.9 16.9 63.8 60.4 60.4 65.7 57.4 57.4 LOS by Move: E B- B- E B B E E E E E+ E+ HCM2k95thQ: 5 19 19 2 19 19 4 9 9 7 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-57 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 907 0 Lanes: 1 0 4 2 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 65 0 0 2 643*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.536 0 0 0 Avg Crit Del (sec/veh): 13.3 0 0 0 Avg Delay (sec/veh): 13.2 2 555 LOS: B Lanes: 0 0 3 0 0 Final Vol: 0 1444*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1444 406 0 907 429 0 0 0 555 0 643 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1444 0 0 907 0 0 0 0 555 0 643 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1444 0 0 907 0 0 0 0 555 0 643 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1444 0 0 907 0 0 0 0 555 0 643 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.18 0.00 0.20 Crit Moves: **** **** Green Time: 0.0 31.3 0.0 0.0 31.3 0.0 0.0 0.0 0.0 24.7 0.0 24.7 Volume/Cap: 0.00 0.54 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.46 0.00 0.54 Delay/Veh: 0.0 12.0 0.0 0.0 11.7 0.0 0.0 0.0 0.0 15.4 0.0 16.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 12.0 0.0 0.0 11.7 0.0 0.0 0.0 0.0 15.4 0.0 16.1 LOS by Move: A B A A B+ A A A A B A B HCM2k95thQ: 0 7 0 0 6 0 0 0 0 10 0 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-58 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 1095*** 0 Lanes: 1 0 4 2 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 65 0 0 2 643 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.654 0 0 0 Avg Crit Del (sec/veh): 15.7 0 0 0 Avg Delay (sec/veh): 15.1 2 867*** LOS: B t Lanes: 0 0 3 0 0 Final Vol: 0 1597 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 153 169 0 188 0 0 0 0 312 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1597 575 0 1095 429 0 0 0 867 0 643 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1597 0 0 1095 0 0 0 0 867 0 643 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1597 0 0 1095 0 0 0 0 867 0 643 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1597 0 0 1095 0 0 0 0 867 0 643 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.29 0.00 0.00 0.29 0.00 0.00 0.00 0.00 0.28 0.00 0.20 Crit Moves: **** **** Green Time: 0.0 28.6 0.0 0.0 28.6 0.0 0.0 0.0 0.0 27.4 0.0 27.4 Volume/Cap: 0.00 0.65 0.00 0.00 0.65 0.00 0.00 0.00 0.00 0.65 0.00 0.48 Delay/Veh: 0.0 14.8 0.0 0.0 15.2 0.0 0.0 0.0 0.0 16.2 0.0 14.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 14.8 0.0 0.0 15.2 0.0 0.0 0.0 0.0 16.2 0.0 14.0 LOS by Move: A B A A B A A A A B A B HCM2k95thQ: 0 11 0 0 11 0 0 0 0 17 0 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-59 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1027 0 Lanes: 1 0 4 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 673*** 2 0 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.605 0 0 0 Avg Crit Del (sec/veh): 13.5 0 409 2 Avg Delay (sec/veh): 12.1 0 0 LOS: B t Lanes: 0 0 2 0 1 Final Vol: 0 1141*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1141 475 0 1027 394 673 0 409 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1141 0 0 1027 0 673 0 409 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1141 0 0 1027 0 673 0 409 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1141 0 0 1027 0 673 0 409 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.30 0.00 0.00 0.14 0.00 0.21 0.00 0.13 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 29.8 0.0 0.0 29.8 0.0 21.2 0.0 21.2 0.0 0.0 0.0 Volume/Cap: 0.00 0.60 0.00 0.00 0.27 0.00 0.60 0.00 0.37 0.00 0.00 0.00 Delay/Veh: 0.0 11.4 0.0 0.0 8.8 0.0 16.9 0.0 14.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 11.4 0.0 0.0 8.8 0.0 16.9 0.0 14.6 0.0 0.0 0.0 LOS by Move: A B+ A A A A B A B A A A HCM2k95thQ: 0 9 0 0 2 0 13 0 7 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-60 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1527 0 Lanes: 1 0 4 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 673 2 0 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.710 0 0 0 � Avg Crit Del (sec/veh): 14.4 � 0 688*** 2 Avg Delay (sec/veh): 13.1 0 0 LOS: B t Lanes: 0 0 2 0 1 Final Vol: 0 1462*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 321 158 0 500 0 0 0 279 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1462 633 0 1527 394 673 0 688 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1462 0 0 1527 0 673 0 688 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1462 0 0 1527 0 673 0 688 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1462 0 0 1527 0 673 0 688 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.00 0.00 0.20 0.00 0.21 0.00 0.22 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 32.5 0.0 0.0 32.5 0.0 18.5 0.0 18.5 0.0 0.0 0.0 Volume/Cap: 0.00 0.71 0.00 0.00 0.37 0.00 0.69 0.00 0.71 0.00 0.00 0.00 Delay/Veh: 0.0 11.4 0.0 0.0 7.9 0.0 20.5 0.0 20.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 11.4 0.0 0.0 7.9 0.0 20.5 0.0 20.9 0.0 0.0 0.0 LOS by Move: A B+ A A A A C+ A C+ A A A HCM2k95thQ: 0 11 0 0 2 0 15 0 16 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-61 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 20 897 226*** Lanes: 1 0 4 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 100 18*** 1 2 122 Loss Time (sec): 12 0 0 5 1 Critical V/C: 0.410 0 4 0 � Avg Crit Del (sec/veh): 19.4 � 1 0 1 Avg Delay (sec/veh): 19.6 1 65*** LOS: 13 - Lanes: 1 0 2 1 0 Final Vol: 16 1389*** 61 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 23 May 2017 << 08:00:00 AM Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 16 1389 61 226 897 20 18 5 0 65 4 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 1389 61 226 897 20 18 5 0 65 4 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1389 61 226 897 20 18 5 0 65 4 122 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.87 0.13 2.00 3.00 1.00 1.00 1.00 1.00 1.89 0.11 2.00 Final Sat.: 1750 5364 236 3150 5700 1750 1750 1900 1750 3344 206 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.26 0.26 0.07 0.16 0.01 0.01 0.00 0.00 0.02 0.02 0.04 Crit Moves **** **** **** **** Green Time: 20.9 53.2 53.2 14.8 47.1 47.1 10.0 10.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.04 0.49 0.49 0.49 0.33 0.02 0.10 0.03 0.00 0.19 0.19 0.39 Delay/Veh: 31.6 14.9 14.9 39.9 16.7 14.2 41.2 40.7 0.0 41.6 41.6 42.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.6 14.9 14.9 39.9 16.7 14.2 41.2 40.7 0.0 41.6 41.6 42.9 LOS by Move: C B B D B B D D A D D D HCM2k95thQ: 1 18 18 8 11 1 1 0 0 2 2 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-62 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 95 929 457*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 100 214*** 1 2 167 Loss Time (sec): 12 0 0 20 1 Critical V/C: 0.705 0 40*** 0 � Avg Crit Del (sec/veh): 32.1 � 1 30 1 Avg Delay (sec/veh): 29.4 1 160 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 82 1536*** 123 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 23 May 2017 << 08:00:00 AM Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 66 147 62 231 32 75 196 15 30 95 36 45 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 82 1536 123 457 929 95 214 20 30 160 40 167 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 1536 123 457 929 95 214 20 30 160 40 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 1536 123 457 929 95 214 20 30 160 40 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 1536 123 457 929 95 214 20 30 160 40 167 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.77 0.23 2.00 3.00 1.00 1.00 1.00 1.00 1.61 0.39 2.00 Final Sat.: 1750 5184 415 3150 5700 1750 1750 1900 1750 2840 710 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.30 0.30 0.15 0.16 0.05 0.12 0.01 0.02 0.06 0.06 0.05 Crit Moves **** **** **** **** Green Time: 18.4 41.0 41.0 20.1 42.7 42.7 16.9 16.9 16.9 10.0 10.0 10.0 Volume/Cap: 0.26 0.72 0.72 0.72 0.38 0.13 0.72 0.06 0.10 0.56 0.56 0.53 Delay/Veh: 35.4 25.9 25.9 41.5 19.7 17.4 47.8 35.0 35.3 45.0 45.0 44.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.4 25.9 25.9 41.5 19.7 17.4 47.8 35.0 35.3 45.0 45.0 44.5 LOS by Move: D+ C C D B- B D C- D+ D D D HCM2k95thQ: 5 27 27 15 12 4 16 1 2 6 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-63 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Signal=Protect/Ri ghts=lg nore Final Vol: 0 272 179*** Lanes: 1 0 2 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 376*** 2 0 173 Loss Time (sec): 12 0 1 450 3 Critical V/C: 0.659 2 947*** 0 7;11 Avg Crit Del (sec/veh): 42.8 0 82 1 Avg Delay (sec/veh): 41.7 2 73 LOS: D t Lanes: 1 0 2 1 0 Final Vol: 189 894*** 83 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 23 May 2017 << 08:00:00 AM Base Vol: 189 894 83 179 272 475 376 450 82 73 947 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 894 83 179 272 475 376 450 82 73 947 173 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 189 894 83 179 272 475 376 450 82 73 947 173 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 189 894 83 179 272 0 376 450 82 73 947 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 189 894 83 179 272 0 376 450 82 73 947 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 189 894 83 179 272 0 376 450 82 73 947 173 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.74 0.26 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.52 0.48 Final Sat.: 1750 5124 476 1750 3800 1750 3150 5700 1750 3150 4734 865 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.17 0.17 0.10 0.07 0.00 0.12 0.08 0.05 0.02 0.20 0.20 Crit Moves **** **** **** **** Green Time: 30.1 33.1 33.1 19.4 22.3 0.0 22.6 35.6 35.6 24.9 37.9 37.9 Volume/Cap: 0.45 0.66 0.66 0.66 0.40 0.00 0.66 0.28 0.16 0.12 0.66 0.66 Delay/Veh: 41.1 42.1 42.1 55.6 45.8 0.0 50.5 34.8 33.7 41.1 38.9 38.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 41.1 42.1 42.1 55.6 45.8 0.0 50.5 34.8 33.7 41.1 38.9 38.9 LOS by Move: D D D E+ D A D C- C- D D+ D+ HCM2k95thQ: 12 19 19 15 9 0 14 7 4 2 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Page 2-64 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Signal=Protect/Ri ghts=lg nore Final Vol: 0 297 243*** Lanes: 1 0 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 502*** 2 0 263 Loss Time (sec): 12 0 1 477 3 Critical V/C: 0.788 2 1020*** 0 7;11 Avg Crit Del (sec/veh): 48.2 0 84 1 Avg Delay (sec/veh): 45.8 2 73 LOS: D t Lanes: 1 0 2 1 0 Final Vol: 205 953*** 83 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 23 May 2017 << 08:00:00 AM Base Vol: 189 894 83 179 272 475 376 450 82 73 947 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 894 83 179 272 475 376 450 82 73 947 173 Added Vol: 16 59 0 64 25 59 126 27 2 0 73 90 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 205 953 83 243 297 534 502 477 84 73 1020 263 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 205 953 83 243 297 0 502 477 84 73 1020 263 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 205 953 83 243 297 0 502 477 84 73 1020 263 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 205 953 83 243 297 0 502 477 84 73 1020 263 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.75 0.25 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.36 0.64 Final Sat.: 1750 5151 449 1750 3800 1750 3150 5700 1750 3150 4451 1148 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.19 0.14 0.08 0.00 0.16 0.08 0.05 0.02 0.23 0.23 Crit Moves **** **** **** **** Green Time: 30.5 29.3 29.3 22.0 20.8 0.0 25.3 36.9 36.9 24.7 36.4 36.4 Volume/Cap: 0.48 0.79 0.79 0.79 0.47 0.00 0.79 0.28 0.16 0.12 0.79 0.79 Delay/Veh: 41.3 48.2 48.2 62.0 47.6 0.0 53.8 34.0 32.7 41.3 43.4 43.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 41.3 48.2 48.2 62.0 47.6 0.0 53.8 34.0 32.7 41.3 43.4 43.4 LOS by Move: D D D E D A D- C- C- D D D HCM2k95thQ: 13 23 23 21 10 0 20 7 4 2 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-65 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #33: Miller Avenue / Calle De Barcelona Sig nal=Permit/Rights=l ncl u d e Final Vol: 10 414 83 Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 75 1 0 0 158 Loss Time (sec): 6 0 0 7 11 Critical V/C: 0.512 1! 1*** 0 Avg Crit Del (sec/veh): 8.6 0 1 0 Avg Delay (sec/veh): 7.5 0 48 LOS: A t Lanes: 1 0 1 1 0 Final Vol: 2 1263*** 42 Sig nal=Permit/Rights=l ncl u d e Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 2 1263 42 83 414 10 1 7 1 48 1 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 1263 42 83 414 10 1 7 1 48 1 158 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 1263 42 83 414 10 1 7 1 48 1 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 1263 42 83 414 10 1 7 1 48 1 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1263 42 83 414 10 1 7 1 48 1 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 1263 42 83 414 10 1 7 1 48 1 158 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 1.95 0.05 0.11 0.78 0.11 0.23 0.01 0.76 Final Sat.: 1750 3581 119 1750 3613 87 194 1361 194 406 8 1336 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.35 0.05 0.11 0.11 0.01 0.01 0.01 0.12 0.12 0.12 Crit Moves: **** **** Green Time: 51.7 51.7 51.7 51.7 51.7 51.7 17.3 17.3 17.3 17.3 17.3 17.3 Volume/Cap: 0.00 0.51 0.51 0.07 0.17 0.17 0.02 0.02 0.02 0.51 0.51 0.51 Delay/Veh: 3.6 5.8 5.8 3.8 4.1 4.1 22.3 22.3 22.3 26.3 26.3 26.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 3.6 5.8 5.8 3.8 4.1 4.1 22.3 22.3 22.3 26.3 26.3 26.3 LOS by Move: A A A A A A C+ C+ C+ C C C HCM2k95thQ: 0 14 14 1 4 4 0 0 0 10 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-66 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #33: Miller Avenue / Calle De Barcelona Sig nal=Permit/Rights=l ncl u d e Final Vol: 10 441 83 Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 75 1 0 0 158 Loss Time (sec): 6 0 0 7 11 Critical V/C: 0.534 1! 1*** 0 Avg Crit Del (sec/veh): 8.5 0 1 0 Avg Delay (sec/veh): 7.4 0 48 LOS: A t Lanes: 1 0 1 1 0 Final Vol: 2 1338*** 42 Sig nal=Permit/Rights=l ncl u d e Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 2 1263 42 83 414 10 1 7 1 48 1 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 1263 42 83 414 10 1 7 1 48 1 158 Added Vol: 0 75 0 0 27 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 1338 42 83 441 10 1 7 1 48 1 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 1338 42 83 441 10 1 7 1 48 1 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1338 42 83 441 10 1 7 1 48 1 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 1338 42 83 441 10 1 7 1 48 1 158 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.94 0.06 1.00 1.95 0.05 0.11 0.78 0.11 0.23 0.01 0.76 Final Sat.: 1750 3587 113 1750 3618 82 194 1361 194 406 8 1336 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.37 0.37 0.05 0.12 0.12 0.01 0.01 0.01 0.12 0.12 0.12 Crit Moves: **** **** Green Time: 52.4 52.4 52.4 52.4 52.4 52.4 16.6 16.6 16.6 16.6 16.6 16.6 Volume/Cap: 0.00 0.53 0.53 0.07 0.17 0.17 0.02 0.02 0.02 0.53 0.53 0.53 Delay/Veh: 3.4 5.7 5.7 3.6 3.9 3.9 22.9 22.9 22.9 27.2 27.2 27.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 3.4 5.7 5.7 3.6 3.9 3.9 22.9 22.9 22.9 27.2 27.2 27.2 LOS by Move: A A A A A A C+ C+ C+ C C C HCM2k95thQ: 0 15 15 1 4 4 0 0 0 10 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-67 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e 15 379 47 0 1 1 0 1 Signal=Permit Vol Cnt Date: 1/10/2018 Rights=Include Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: 0.465 Avg Crit Del (sec/veh): 4.9 Avg Delay (sec/veh): 5.3 LOS: A -4) *t t t Lanes: 1 0 1 1 0 Final Vol: 12 1213*** 131 Sig nal=Permit/Rights=l nd u d e Lanes: Final Vol: 1 108*** 0 0 6 1 0 69 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1213 131 47 379 15 8 5 6 69 6 108 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 1213 131 47 379 15 8 5 6 69 6 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 1213 131 47 379 15 8 5 6 69 6 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 1213 131 47 379 15 8 5 6 69 6 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.80 0.20 1.00 1.92 0.08 0.62 0.38 1.00 0.92 0.08 1.00 Final Sat.: 1750 3339 361 1750 3559 141 1108 692 1750 1656 144 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.36 0.36 0.03 0.11 0.11 0.01 0.01 0.00 0.04 0.04 0.06 Crit Moves: **** **** Green Time: 54.0 54.0 54.0 54.0 54.0 54.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.47 0.47 0.03 0.14 0.14 0.05 0.05 0.02 0.29 0.29 0.43 Delay/Veh: 1.8 3.0 3.0 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.8 3.0 3.0 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.6 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 10 10 1 2 2 1 1 0 4 4 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Permit Final Vol: Lanes: Rights=Include 8 0 1 5 0 0 6 1 Sig nal=Permit/Rights=l ncl u d e 15 379 47 0 1 1 0 1 Signal=Permit Vol Cnt Date: 1/10/2018 Rights=Include Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: 0.465 Avg Crit Del (sec/veh): 4.9 Avg Delay (sec/veh): 5.3 LOS: A -4) *t t t Lanes: 1 0 1 1 0 Final Vol: 12 1213*** 131 Sig nal=Permit/Rights=l nd u d e Lanes: Final Vol: 1 108*** 0 0 6 1 0 69 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1213 131 47 379 15 8 5 6 69 6 108 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 1213 131 47 379 15 8 5 6 69 6 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 1213 131 47 379 15 8 5 6 69 6 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 1213 131 47 379 15 8 5 6 69 6 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.80 0.20 1.00 1.92 0.08 0.62 0.38 1.00 0.92 0.08 1.00 Final Sat.: 1750 3339 361 1750 3559 141 1108 692 1750 1656 144 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.36 0.36 0.03 0.11 0.11 0.01 0.01 0.00 0.04 0.04 0.06 Crit Moves: **** **** Green Time: 54.0 54.0 54.0 54.0 54.0 54.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.47 0.47 0.03 0.14 0.14 0.05 0.05 0.02 0.29 0.29 0.43 Delay/Veh: 1.8 3.0 3.0 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.8 3.0 3.0 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.6 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 10 10 1 2 2 1 1 0 4 4 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-68 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e 15 401 52 0 1 1 0 1 Signal=Permit Vol Cnt Date: 1/10/2018 Rights=Include Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: 0.490 Avg Crit Del (sec/veh): 5.1 Avg Delay (sec/veh): 5.4 LOS: A -4) *t t t Lanes: 1 0 1 1 0 Final Vol: 12 1279*** 131 Sig nal=Permit/Rights=l nd u d e Lanes: Final Vol: 1 117*** 0 0 6 1 0 69 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1213 131 47 379 15 8 5 6 69 6 108 Added Vol: 0 66 0 5 22 0 0 0 0 0 0 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 1279 131 52 401 15 8 5 6 69 6 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 1279 131 52 401 15 8 5 6 69 6 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 1279 131 52 401 15 8 5 6 69 6 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 1279 131 52 401 15 8 5 6 69 6 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.81 0.19 1.00 1.93 0.07 0.62 0.38 1.00 0.92 0.08 1.00 Final Sat.: 1750 3356 344 1750 3566 133 1108 692 1750 1656 144 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.38 0.38 0.03 0.11 0.11 0.01 0.01 0.00 0.04 0.04 0.07 Crit Moves: **** **** Green Time: 54.0 54.0 54.0 54.0 54.0 54.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.49 0.49 0.04 0.15 0.15 0.05 0.05 0.02 0.29 0.29 0.47 Delay/Veh: 1.8 3.1 3.1 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.8 3.1 3.1 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.9 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 11 11 1 2 2 1 1 0 4 4 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Permit Final Vol: Lanes: Rights=Include 8 0 1 5 0 0 6 1 Sig nal=Permit/Rights=l ncl u d e 15 401 52 0 1 1 0 1 Signal=Permit Vol Cnt Date: 1/10/2018 Rights=Include Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: 0.490 Avg Crit Del (sec/veh): 5.1 Avg Delay (sec/veh): 5.4 LOS: A -4) *t t t Lanes: 1 0 1 1 0 Final Vol: 12 1279*** 131 Sig nal=Permit/Rights=l nd u d e Lanes: Final Vol: 1 117*** 0 0 6 1 0 69 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1213 131 47 379 15 8 5 6 69 6 108 Added Vol: 0 66 0 5 22 0 0 0 0 0 0 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 1279 131 52 401 15 8 5 6 69 6 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 1279 131 52 401 15 8 5 6 69 6 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 1279 131 52 401 15 8 5 6 69 6 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 1279 131 52 401 15 8 5 6 69 6 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.81 0.19 1.00 1.93 0.07 0.62 0.38 1.00 0.92 0.08 1.00 Final Sat.: 1750 3356 344 1750 3566 133 1108 692 1750 1656 144 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.38 0.38 0.03 0.11 0.11 0.01 0.01 0.00 0.04 0.04 0.07 Crit Moves: **** **** Green Time: 54.0 54.0 54.0 54.0 54.0 54.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.49 0.49 0.04 0.15 0.15 0.05 0.05 0.02 0.29 0.29 0.47 Delay/Veh: 1.8 3.1 3.1 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.8 3.1 3.1 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.9 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 11 11 1 2 2 1 1 0 4 4 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-69 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 157 169 103*** Lanes: 1 0 4 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 193*** 1 0 345 Loss Time (sec): 12 0 1 500 1 Critical V/C: 0.672 1 739*** 1 Avg Crit Del (sec/veh): 38.4 0 73 0 Avg Delay (sec/veh): 37.1 1 54 LOS: D+ t Lanes: 1 0 2 0 1 Final Vol: 155 652*** 222 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 155 652 222 103 169 157 193 500 73 54 739 345 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 652 222 103 169 157 193 500 73 54 739 345 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 155 652 222 103 169 157 193 500 73 54 739 345 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 652 222 103 169 157 193 500 73 54 739 345 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 652 222 103 169 157 193 500 73 54 739 345 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 652 222 103 169 157 193 500 73 54 739 345 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.74 0.26 1.00 1.35 0.65 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3228 471 1750 2522 1177 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.17 0.13 0.03 0.09 0.09 0.11 0.15 0.15 0.03 0.29 0.29 Crit Moves **** **** **** **** Green Time: 19.2 31.6 51.4 7.0 19.4 19.4 20.3 54.6 54.6 19.7 54.0 54.0 Volume/Cap: 0.58 0.68 0.31 0.58 0.57 0.58 0.68 0.35 0.35 0.20 0.68 0.68 Delay/Veh: 52.2 44.1 25.1 62.5 51.6 52.0 55.7 23.6 23.6 46.1 29.7 29.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.2 44.1 25.1 62.5 51.6 52.0 55.7 23.6 23.6 46.1 29.7 29.7 LOS by Move: D- D C E D- D- E+ C C D C C HCM2k95thQ: 11 20 11 5 12 12 15 14 14 4 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-70 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 159 178 113*** Lanes: 1 0 4 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 201*** 1 0 383 Loss Time (sec): 12 0 1 500 1 Critical V/C: 0.698 1 739*** 1 Avg Crit Del (sec/veh): 39.4 0 73 0 Avg Delay(sec/veh): 37.8 1 54 LOS: D+ t Lanes: 1 0 2 0 1 Final Vol: 155 672*** 222 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 155 652 222 103 169 157 193 500 73 54 739 345 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 652 222 103 169 157 193 500 73 54 739 345 Added Vol: 0 20 0 10 9 2 8 0 0 0 0 38 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 155 672 222 113 178 159 201 500 73 54 739 383 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 672 222 113 178 159 201 500 73 54 739 383 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 672 222 113 178 159 201 500 73 54 739 383 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 672 222 113 178 159 201 500 73 54 739 383 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.74 0.26 1.00 1.30 0.70 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3228 471 1750 2436 1263 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.18 0.13 0.04 0.09 0.09 0.11 0.15 0.15 0.03 0.30 0.30 Crit Moves **** **** **** **** Green Time: 18.7 31.5 51.3 7.0 19.8 19.8 20.5 54.7 54.7 19.8 54.0 54.0 Volume/Cap: 0.59 0.70 0.31 0.64 0.59 0.57 0.70 0.35 0.35 0.19 0.70 0.70 Delay/Veh: 53.2 44.8 25.1 65.5 52.0 51.6 57.0 23.5 23.5 46.0 30.3 30.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.2 44.8 25.1 65.5 52.0 51.6 57.0 23.5 23.5 46.0 30.3 30.3 LOS by Move: D- D C E D- D- E+ C C D C C HCM2k95thQ: 11 21 11 5 12 12 15 14 14 4 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-71 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq AM Intersection #36: Miller Avenue / Rainbow Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 23 210 39*** Lanes: 1 0 4 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 144*** 1 1 104 Loss Time (sec): 12 0 0 249 1 Critical V/C: 0.593 1 193*** 0 � Avg Crit Del (sec/veh): 22.4 � 0 56 1 Avg Delay (sec/veh): 23.1 1 96 LOS: C t Lanes: 1 0 1 0 1 Final Vol: 48 510*** 79 Signal=Protect/Ri ghts=l ncl ude Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 48 510 79 39 210 23 144 249 56 96 193 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 510 79 39 210 23 144 249 56 96 193 104 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 510 79 39 210 23 144 249 56 96 193 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 510 79 39 210 23 144 249 56 96 193 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 510 79 39 210 23 144 249 56 96 193 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 510 79 39 210 23 144 249 56 96 193 104 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.27 0.05 0.02 0.11 0.01 0.08 0.13 0.03 0.05 0.10 0.06 Crit Moves **** **** **** **** Green Time: 12.7 23.7 23.7 7.0 18.1 18.1 7.3 10.2 10.2 7.1 10.0 10.0 Volume/Cap: 0.13 0.68 0.11 0.19 0.37 0.04 0.68 0.77 0.19 0.46 0.61 0.36 Delay/Veh: 19.4 17.5 11.6 24.4 16.9 14.9 33.8 34.9 21.7 26.3 26.6 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 19.4 17.5 11.6 24.4 16.9 14.9 33.8 34.9 21.7 26.3 26.6 22.9 LOS by Move: B- B B+ C B B C- C- C+ C C C+ HCM2k95thQ: 2 15 2 1 6 1 8 13 2 5 9 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-72 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq AM Housinq Rich Alternative Intersection #36: Miller Avenue / Rainbow Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 23 219 39*** Lanes: 1 0 4 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 144*** 1 1 104 Loss Time (sec): 12 0 0 249 1 Critical V/C: 0.606 1 193*** 0 � Avg Crit Del (sec/veh): 22.9 � 0 56 1 Avg Delay (sec/veh): 23.4 1 96 LOS: C t Lanes: 1 0 1 0 1 Final Vol: 48 530*** 79 Signal=Protect/Ri ghts=l ncl ude Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 48 510 79 39 210 23 144 249 56 96 193 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 510 79 39 210 23 144 249 56 96 193 104 Added Vol: 0 20 0 0 9 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 48 530 79 39 219 23 144 249 56 96 193 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 530 79 39 219 23 144 249 56 96 193 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 530 79 39 219 23 144 249 56 96 193 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 530 79 39 219 23 144 249 56 96 193 104 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.28 0.05 0.02 0.12 0.01 0.08 0.13 0.03 0.05 0.10 0.06 Crit Moves **** **** **** **** Green Time: 12.7 23.9 23.9 7.0 18.2 18.2 7.1 10.0 10.0 7.0 10.0 10.0 Volume/Cap: 0.13 0.70 0.11 0.19 0.38 0.04 0.70 0.78 0.19 0.47 0.61 0.36 Delay/Veh: 19.3 17.9 11.4 24.4 16.9 14.8 35.6 35.9 21.8 26.4 26.6 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 19.3 17.9 11.4 24.4 16.9 14.8 35.6 35.9 21.8 26.4 26.6 22.9 LOS by Move: B- B B+ C B B D+ D+ C+ C C C+ HCM2k95thQ: 2 16 2 1 6 1 9 13 2 5 9 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-73 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #37: Finch Avenue / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 65 0 86*** Lanes: 1 0 4 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 78*** 1 0 67 Loss Time (sec): 12 0 1 664 2 Critical V/C: 0.449 2 1029*** 1 Avg Crit Del (sec/veh): 26.6 0 194 0 Avg Delay (sec/veh): 28.8 1 229 LOS: C t Lanes: 1 0 0 0 1 Final Vol: 232*** 0 198 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 232 0 198 86 0 65 78 664 194 229 1029 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 0 198 86 0 65 78 664 194 229 1029 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 232 0 198 86 0 65 78 664 194 229 1029 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 0 198 86 0 65 78 664 194 229 1029 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 0 198 86 0 65 78 664 194 229 1029 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 0 198 86 0 65 78 664 194 229 1029 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.30 0.70 1.00 2.81 0.19 Final Sat.: 1750 0 1750 3150 0 1750 1750 4332 1266 1750 5257 342 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.00 0.11 0.03 0.00 0.04 0.04 0.15 0.15 0.13 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 32.5 0.0 59.6 6.7 0.0 17.6 10.9 31.7 31.7 27.1 47.9 47.9 Volume/Cap: 0.45 0.00 0.21 0.45 0.00 0.23 0.45 0.53 0.53 0.53 0.45 0.45 Delay/Veh: 32.1 0.0 13.1 51.6 0.0 40.7 48.6 33.2 33.2 37.2 21.9 21.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.1 0.0 13.1 51.6 0.0 40.7 48.6 33.2 33.2 37.2 21.9 21.9 LOS by Move: C- A B D- A D D C- C- D+ C+ C+ HCM2k95thQ: 13 0 7 5 0 4 5 15 15 13 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Page 2-74 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #37: Finch Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 65 0 86*** Lanes: 1 0 4 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 78*** 1 0 67 Loss Time (sec): 12 0 1 756 2 Critical V/C: 0.482 2 1192*** 1 Avg Crit Del (sec/veh): 25.3 0 194 0 Avg Delay (sec/veh): 27.7 1 229 LOS: C t Lanes: 1 0 0 0 1 Final Vol: 232*** 0 198 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 232 0 198 86 0 65 78 664 194 229 1029 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 0 198 86 0 65 78 664 194 229 1029 67 Added Vol: 0 0 0 0 0 0 0 92 0 0 163 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 232 0 198 86 0 65 78 756 194 229 1192 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 0 198 86 0 65 78 756 194 229 1192 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 0 198 86 0 65 78 756 194 229 1192 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 0 198 86 0 65 78 756 194 229 1192 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.36 0.64 1.00 2.83 0.17 Final Sat.: 1750 0 1750 3150 0 1750 1750 4455 1143 1750 5302 298 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.00 0.11 0.03 0.00 0.04 0.04 0.17 0.17 0.13 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 30.3 0.0 57.0 6.2 0.0 16.4 10.2 34.7 34.7 26.8 51.3 51.3 Volume/Cap: 0.48 0.00 0.22 0.48 0.00 0.25 0.48 0.54 0.54 0.54 0.48 0.48 Delay/Veh: 34.1 0.0 14.5 52.4 0.0 41.9 49.7 31.4 31.4 37.6 20.3 20.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 34.1 0.0 14.5 52.4 0.0 41.9 49.7 31.4 31.4 37.6 20.3 20.3 LOS by Move: C- A B D- A D D C C D+ C+ C+ HCM2k95thQ: 14 0 8 5 0 5 5 16 16 13 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-75 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l nd u d e Signal=Protect Final Vol: Lanes: Rights=Include 63- 10*** 1 0 0 712 2 Signal=Protect 0 239 1 Cycle Time (sec): Signal=Spl it/Rights=l nd u d e 50 54 63- 0 0 1! 0 0 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 25 Loss Time (sec): 12 1 Critical V/C: 0.537 1 942*** Avg Crit Del (sec/veh): 33.8 0 Avg Delay(sec/veh): 34.4 1 131 LOS: C- -4) *t t Lanes: 0 1 0 0 1 Final Vol: 170 58*** 84 Signal=Spl it/Rights=Oved ap Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 170 58 84 63 54 50 10 712 239 131 942 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 170 58 84 63 54 50 10 712 239 131 942 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 170 58 84 63 54 50 10 712 239 131 942 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 170 58 84 63 54 50 10 712 239 131 942 25 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.75 0.25 1.00 0.38 0.32 0.30 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1342 458 1750 660 566 524 1750 3800 1750 1750 3604 96 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.13 0.05 0.10 0.10 0.10 0.01 0.19 0.14 0.07 0.26 0.26 Crit Moves **** **** **** **** Green Time: 30.4 30.4 50.3 22.9 22.9 22.9 7.0 49.8 49.8 19.9 62.7 62.7 Volume/Cap: 0.56 0.56 0.13 0.56 0.56 0.56 0.11 0.51 0.37 0.51 0.56 0.56 Delay/Veh: 48.2 48.2 28.0 53.9 53.9 53.9 61.6 33.4 31.5 54.7 26.6 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.2 48.2 28.0 53.9 53.9 53.9 61.6 33.4 31.5 54.7 26.6 26.6 LOS by Move: D D C D- D- D- E C- C D- C C HCM2k95thQ: 16 16 5 14 14 14 1 20 14 10 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-76 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 63- 10*** 1 0 0 733 2 Signal=Protect 0 239 1 Cycle Time (sec): Signal=Spl it/Rights=l ncl u d e 50 54 63- 0 0 1! 0 0 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 25 Loss Time (sec): 12 1 Critical V/C: 0.546 1 973*** Avg Crit Del (sec/veh): 33.6 0 Avg Delay (sec/veh): 34.7 1 153 LOS: C- -4) *t t Lanes: 0 1 0 0 1 Final Vol: 170 58*** 98 Signal=Spl it/Rights=Oved ap Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 14 0 0 0 0 21 0 22 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 170 58 98 63 54 50 10 733 239 153 973 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 170 58 98 63 54 50 10 733 239 153 973 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 170 58 98 63 54 50 10 733 239 153 973 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 170 58 98 63 54 50 10 733 239 153 973 25 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.75 0.25 1.00 0.38 0.32 0.30 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1342 458 1750 660 566 524 1750 3800 1750 1750 3607 93 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.13 0.06 0.10 0.10 0.10 0.01 0.19 0.14 0.09 0.27 0.27 Crit Moves **** **** **** **** Green Time: 29.9 29.9 51.9 22.5 22.5 22.5 7.0 48.6 48.6 22.0 63.6 63.6 Volume/Cap: 0.57 0.57 0.15 0.57 0.57 0.57 0.11 0.54 0.38 0.54 0.57 0.57 Delay/Veh: 48.9 48.9 27.2 54.5 54.5 54.5 61.6 34.7 32.4 53.8 26.3 26.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.9 48.9 27.2 54.5 54.5 54.5 61.6 34.7 32.4 53.8 26.3 26.3 LOS by Move: D D C D- D- D- E C- C- D- C C HCM2k95thQ: 16 16 5 14 14 14 1 21 14 11 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-77 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #39: Tantau Avenue / Pruneridge Avenue Sig nal=Protect/Rights=Include Final Vol: 0 273 85 - Lanes: 0 0 4 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 0 0 1 184 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.361 0 0 0 � Avg Crit Del (sec/veh): 27.3 � 0 0 0 Avg Delay (sec/veh): 20.8 1 302`*` LOS: C+ Lanes: 0 0 1 0 1 Final Vol: 0 212... 186 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 212 186 85 273 0 0 0 0 302 0 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 212 186 85 273 0 0 0 0 302 0 184 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 212 186 85 273 0 0 0 0 302 0 184 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 212 186 85 273 0 0 0 0 302 0 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 212 186 85 273 0 0 0 0 302 0 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 212 186 85 273 0 0 0 0 302 0 184 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.11 0.05 0.14 0.00 0.00 0.00 0.00 0.17 0.00 0.11 Crit Moves: **** **** **** Green Time: 0.0 35.5 90.5 15.5 51.0 0.0 0.0 0.0 0.0 55.0 0.0 55.0 Volume/Cap: 0.00 0.36 0.14 0.36 0.32 0.00 0.00 0.00 0.00 0.36 0.00 0.22 Delay/Veh: 0.0 31.3 3.0 46.2 21.0 0.0 0.0 0.0 0.0 19.2 0.0 17.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.3 3.0 46.2 21.0 0.0 0.0 0.0 0.0 19.2 0.0 17.6 LOS by Move: A C A D C+ A A A A B- A B HCM2k95thQ: 0 11 3 6 11 0 0 0 0 13 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-78 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #39: Tantau Avenue / Pruneridge Avenue Sig nal=Protect/Rights=Include Final Vol: 0 295 85 - Lanes: 0 0 4 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 0 0 1 184 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.391 0 0 0 � Avg Crit Del (sec/veh): 27.1 � 0 0 0 Avg Delay (sec/veh): 20.8 1 338`*` LOS: C+ Lanes: 0 0 1 0 1 Final Vol: 0 226... 212 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 212 186 85 273 0 0 0 0 302 0 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 212 186 85 273 0 0 0 0 302 0 184 Added Vol: 0 14 26 0 22 0 0 0 0 36 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 226 212 85 295 0 0 0 0 338 0 184 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 226 212 85 295 0 0 0 0 338 0 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 226 212 85 295 0 0 0 0 338 0 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 226 212 85 295 0 0 0 0 338 0 184 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.12 0.05 0.16 0.00 0.00 0.00 0.00 0.19 0.00 0.11 Crit Moves: **** **** **** Green Time: 0.0 35.0 91.7 14.3 49.2 0.0 0.0 0.0 0.0 56.8 0.0 56.8 Volume/Cap: 0.00 0.39 0.15 0.39 0.36 0.00 0.00 0.00 0.00 0.39 0.00 0.21 Delay/Veh: 0.0 32.1 2.7 47.5 22.5 0.0 0.0 0.0 0.0 18.6 0.0 16.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.1 2.7 47.5 22.5 0.0 0.0 0.0 0.0 18.6 0.0 16.6 LOS by Move: A C- A D C+ A A A A B- A B HCM2k95thQ: 0 12 4 6 13 0 0 0 0 15 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-79 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 62 468 6*** Lanes: 0 1 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 42 1 0 5 Loss Time (sec): 12 0 0 9*** 1! Critical V/C: 0.270 1! 10*** 0 Avg Crit Del (sec/veh): 19.1 0 40 1 Avg Delay (sec/veh): 17.6 0 5 LOS: B t Lanes: 2 0 0 1 0 Final Vol: 33 345*** 14 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 345 14 6 468 62 42 9 40 5 10 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 345 14 6 468 62 42 9 40 5 10 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 345 14 6 468 62 42 9 40 5 10 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 345 14 6 468 62 42 9 40 5 10 5 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.96 0.04 1.00 1.76 0.24 1.42 0.18 1.40 0.25 0.50 0.25 Final Sat.: 3150 1730 70 1750 3267 433 2485 315 2450 438 875 438 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.20 0.20 0.00 0.14 0.14 0.02 0.03 0.02 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 25.1 79.6 79.6 7.0 61.5 61.5 11.4 11.4 36.5 10.0 10.0 10.0 Volume/Cap: 0.05 0.30 0.30 0.06 0.28 0.28 0.18 0.30 0.05 0.14 0.14 0.14 Delay/Veh: 38.0 8.6 8.6 53.6 16.7 16.7 50.2 51.1 29.6 51.4 51.4 51.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.0 8.6 8.6 53.6 16.7 16.7 50.2 51.1 29.6 51.4 51.4 51.4 LOS by Move: D+ A A D- B B D D- C D- D- D- HCM2k95thQ: 1 11 11 0 11 11 2 4 2 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-80 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 62 526 6 - Lanes: 0 1 4 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 42 1 0 5 Loss Time (sec): 12 0 0 9*** 1! Critical V/C: 0.295 1! 10*** 0 Avg Crit Del (sec/veh): 18.4 0 40 1 Avg Delay (sec/veh): 16.8 0 5 LOS: B t Lanes: 2 0 0 1 0 Final Vol: 33 385*** 14 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 40 0 0 58 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 385 14 6 526 62 42 9 40 5 10 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 385 14 6 526 62 42 9 40 5 10 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 385 14 6 526 62 42 9 40 5 10 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 385 14 6 526 62 42 9 40 5 10 5 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.96 0.04 1.00 1.78 0.22 1.42 0.18 1.40 0.25 0.50 0.25 Final Sat.: 3150 1737 63 1750 3310 390 2485 315 2450 438 875 438 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.22 0.22 0.00 0.16 0.16 0.02 0.03 0.02 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 23.5 80.6 80.6 7.0 64.1 64.1 10.4 10.4 33.9 10.0 10.0 10.0 Volume/Cap: 0.05 0.33 0.33 0.06 0.30 0.30 0.20 0.33 0.06 0.14 0.14 0.14 Delay/Veh: 39.2 8.5 8.5 53.6 15.6 15.6 51.1 52.2 31.4 51.4 51.4 51.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 8.5 8.5 53.6 15.6 15.6 51.1 52.2 31.4 51.4 51.4 51.4 LOS by Move: D A A D- B B D- D- C D- D- D- HCM2k95thQ: 1 12 12 0 11 11 3 4 2 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-81 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 187*** 142 8 Lanes: 1 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 122*** 1 0 3 Loss Time (sec): 12 1 0 10 0 Critical V/C: 0.294 1! 6 0 Avg Crit Del (sec/veh): 31.0 0 50 1 Avg Delay (sec/veh): 25.1 0 8*** LOS: C t Lanes: 1 0 1 1 0 Final Vol: 187*** 489 35 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 187 489 35 8 142 187 122 10 50 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 187 489 35 8 142 187 122 10 50 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 489 35 8 142 187 122 10 50 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 187 489 35 8 142 187 122 10 50 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.86 0.14 1.00 2.00 1.00 1.85 0.15 1.00 0.47 0.35 0.18 Final Sat.: 1750 3453 247 1750 3800 1750 3281 269 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.14 0.14 0.00 0.04 0.11 0.04 0.04 0.03 0.01 0.01 0.01 Crit Moves: **** **** **** **** Green Time: 35.3 48.1 58.1 22.6 35.3 35.3 12.3 12.3 12.3 10.0 10.0 10.0 Volume/Cap: 0.32 0.31 0.26 0.02 0.11 0.32 0.32 0.32 0.24 0.10 0.10 0.10 Delay/Veh: 26.2 18.1 12.3 32.5 24.0 26.2 42.9 42.9 42.7 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 26.2 18.1 12.3 32.5 24.0 26.2 42.9 42.9 42.7 43.7 43.7 43.7 LOS by Move: C B- B C- C C D D D D D D HCM2k95thQ: 9 10 8 0 3 9 4 4 3 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-82 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 245*** 142 8 Lanes: 1 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 161*** 1 0 3 Loss Time (sec): 12 1 0 10 0 Critical V/C: 0.425 1! 6 0 Avg Crit Del (sec/veh): 31.8 0 104 1 Avg Delay (sec/veh): 27.5 0 8*** LOS: C t Lanes: 1 0 1 1 0 Final Vol: 312*** 490 35 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 125 1 0 0 0 58 39 0 54 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 312 490 35 8 142 245 161 10 104 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 312 490 35 8 142 245 161 10 104 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 312 490 35 8 142 245 161 10 104 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 312 490 35 8 142 245 161 10 104 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.86 0.14 1.00 2.00 1.00 1.88 0.12 1.00 0.47 0.35 0.18 Final Sat.: 1750 3453 247 1750 3800 1750 3342 208 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.14 0.14 0.00 0.04 0.14 0.05 0.05 0.06 0.01 0.01 0.01 Crit Moves: **** **** **** **** Green Time: 39.2 47.6 57.6 22.4 30.8 30.8 13.1 13.1 13.1 10.0 10.0 10.0 Volume/Cap: 0.48 0.31 0.26 0.02 0.13 0.48 0.39 0.39 0.48 0.10 0.10 0.10 Delay/Veh: 25.7 18.4 12.5 32.7 27.3 31.2 42.9 42.9 44.4 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.7 18.4 12.5 32.7 27.3 31.2 42.9 42.9 44.4 43.7 43.7 43.7 LOS by Move: C B- B C- C C D D D D D D HCM2k95thQ: 15 10 9 0 3 13 5 5 7 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-83 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #42: Tantau Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 158*** 0 92 Lanes: 1 0 0 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 210*** 1 1 398 Loss Time (sec): 12 0 0 717 2 Critical V/C: 0.648 3 1242*** 1 Avg Crit Del (sec/veh): 48.5 0 23 0 Avg Delay (sec/veh): 44.7 1 154 LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 92 132 70*** Signal=Spl it/Rights=l nd u d e Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 132 70 92 0 158 210 717 23 154 1242 398 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 92 132 70 92 0 158 210 717 23 154 1242 398 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 132 70 92 0 158 210 717 23 154 1242 398 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 132 70 92 0 158 210 717 23 154 1242 398 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.31 0.45 0.24 2.00 0.00 1.00 1.00 2.90 0.10 1.00 3.00 1.00 Final Sat.: 548 786 417 3150 0 1750 1750 5426 174 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.17 0.03 0.00 0.09 0.12 0.13 0.13 0.09 0.22 0.23 Crit Moves: **** **** **** **** Green Time: 38.9 38.9 38.9 20.9 0.0 20.9 27.8 46.9 46.9 31.3 50.4 71.3 Volume/Cap: 0.65 0.65 0.65 0.21 0.00 0.65 0.65 0.42 0.42 0.42 0.65 0.48 Delay/Veh: 52.7 52.7 52.7 57.5 0.0 67.1 61.1 41.0 41.0 52.3 43.0 27.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.7 52.7 52.7 57.5 0.0 67.1 61.1 41.0 41.0 52.3 43.0 27.1 LOS by Move: D- D- D- E+ A E E D D D- D C HCM2k95thQ: 24 24 24 4 0 14 18 16 16 12 27 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Page 2-84 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #42: Tantau Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 158*** 0 146 Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 211 *** 1 1 498 Loss Time (sec): 12 0 0 797 2 Critical V/C: 0.700 3 1394*** 1 Avg Crit Del (sec/veh): 49.3 0 34 0 Avg Delay (sec/veh): 45.2 1 154 LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 103 157*** 70 Signal=Spl it/Rights=l ncl u d e Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 132 70 92 0 158 210 717 23 154 1242 398 Added Vol: 11 25 0 54 0 0 1 80 11 0 152 100 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 103 157 70 146 0 158 211 797 34 154 1394 498 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 157 70 146 0 158 211 797 34 154 1394 498 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 157 70 146 0 158 211 797 34 154 1394 498 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 157 70 146 0 158 211 797 34 154 1394 498 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.31 0.48 0.21 2.00 0.00 1.00 1.00 2.87 0.13 1.00 3.00 1.00 Final Sat.: 546 833 371 3150 0 1750 1750 5371 229 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.05 0.00 0.09 0.12 0.15 0.15 0.09 0.24 0.28 Crit Moves: **** **** **** **** Green Time: 40.4 40.4 40.4 19.3 0.0 19.3 25.8 49.1 49.1 29.1 52.4 71.8 Volume/Cap: 0.70 0.70 0.70 0.36 0.00 0.70 0.70 0.45 0.45 0.45 0.70 0.59 Delay/Veh: 54.0 54.0 54.0 60.2 0.0 71.9 65.6 40.0 40.0 54.4 43.2 29.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.0 54.0 54.0 60.2 0.0 71.9 65.6 40.0 40.0 54.4 43.2 29.7 LOS by Move: D- D- D- E A E E D D D- D C HCM2k95thQ: 27 27 27 7 0 15 18 18 18 12 29 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-85 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 52 1 0 0 1! 0 0 933 2 1 Vol Cnt Date: 1/17/2018 40"` 0 Rights=Include Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 32 1 18 0 0 1! 0 0 Signal=Protect Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 132 Loss Time (sec): 9 1 Critical V/C: 0.419 2 1858 Avg Crit Del (sec/veh): 32.1 0 Avg Delay (sec/veh): 37.6 1 110 - LOS: D+ -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 126 13... 130 Sig nal=Permit/Rights=l nd u d e Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 12 118 16 1 29 47 849 36 100 1691 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 13 130 18 1 32 52 933 40 110 1858 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 13 130 18 1 32 52 933 40 110 1858 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 13 130 18 1 32 52 933 40 110 1858 132 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.47 0.05 0.48 0.35 0.02 0.63 1.00 2.87 0.13 1.00 2.79 0.21 Final Sat.: 821 86 843 609 38 1103 1750 5372 228 1750 5228 371 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.03 0.03 0.03 0.03 0.17 0.17 0.06 0.36 0.36 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 22.1 49.0 49.0 25.0 51.9 51.9 Volume/Cap: 0.43 0.43 0.43 0.08 0.08 0.08 0.17 0.46 0.46 0.33 0.89 0.89 Delay/Veh: 31.8 31.8 31.8 27.3 27.3 27.3 46.4 30.7 30.7 45.8 41.3 41.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.8 31.8 31.8 27.3 27.3 27.3 46.4 30.7 30.7 45.8 41.3 41.3 LOS by Move: C C C C C C D C C D D D HCM2k95thQ: 16 16 16 3 3 3 4 18 18 8 41 41 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-86 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 0 0 1! 0 52*** 1 0 1080 2 Vol Cnt Date: 1/17/2018 1 Rights=Include Lanes: Final Vol: 40 0 130 Sig nal=Permit/Rights=l ncl u d e 32 1 18 0 0 1! 0 0 Signal=Protect Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 132 Loss Time (sec): 9 1 Critical V/C: 0.632 2 2135*** Avg Crit Del (sec/veh): 48.6 0 Avg Delay (sec/veh): 43.9 1 110 LOS: D -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 126 13*** 130 Sig nal=Permit/Rights=l nd u d e Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 134 0 0 252 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 115 12 118 16 1 29 47 983 36 100 1943 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 13 130 18 1 32 52 1080 40 110 2135 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 13 130 18 1 32 52 1080 40 110 2135 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 13 130 18 1 32 52 1080 40 110 2135 132 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.47 0.05 0.48 0.35 0.02 0.63 1.00 2.89 0.11 1.00 2.82 0.18 Final Sat.: 821 86 843 609 38 1103 1750 5402 198 1750 5274 326 ------------ I---------------II---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.03 0.03 0.03 0.03 0.20 0.20 0.06 0.40 0.40 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 20.0 46.4 46.4 27.6 54.0 54.0 Volume/Cap: 0.43 0.43 0.43 0.08 0.08 0.08 0.19 0.56 0.56 0.30 0.97 0.97 Delay/Veh: 31.8 31.8 31.8 27.3 27.3 27.3 48.3 34.0 34.0 43.5 50.6 50.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.8 31.8 31.8 27.3 27.3 27.3 48.3 34.0 34.0 43.5 50.6 50.6 LOS by Move: C C C C C C D C- C- D D D HCM2k95thQ: 16 16 16 3 3 3 4 21 21 7 49 49 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-87 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 254 144 467 - Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 0 0 0 Loss Time (sec): 12 0 0 636- 3 Critical V/C: 0.425 3 1395 0 7;11 Avg Crit Del (sec/veh): 58.4 0 180 1 Avg Delay (sec/veh): 57.4 2 111 - LOS: E+ -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 17... 0 138 Signal=Spl it/Rights=l nd u d e Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 0 138 467 144 254 0 636 180 111 1395 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 144 254 0 636 180 111 1395 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 144 254 0 636 180 111 1395 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.64 0.49 0.87 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2888 891 1571 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.16 0.16 0.16 0.00 0.11 0.10 0.04 0.24 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 40.4 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.28 0.51 0.51 0.51 0.00 0.63 0.21 0.28 0.80 0.00 Delay/Veh: 47.2 0.0 47.2 50.4 50.4 50.4 0.0 69.7 26.3 71.3 60.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 47.2 50.4 50.4 50.4 0.0 69.7 26.3 71.3 60.2 0.0 LOS by Move: D A D D D D A E C E E A HCM2k95thQ: 13 0 13 24 24 24 0 19 11 6 37 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-88 Vallco Special Area Specific Plan SJ17-1776 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard (sec): 12 Signal=Spl it/Rights=Oved ap Final Vol: 254 144 467 - Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 0 715- 3 0 0 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Loss Time (sec): 12 0 0 715- 3 Critical V/C: 0.440 3 1647 0 7;11 Avg Crit Del (sec/veh): 59.7 0 236 1 Avg Delay (sec/veh): 63.2 2 111"` LOS: E -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 17... 0 138 Signal=Spl it/Rights=l nd u d e Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 0 0 0 79 56 0 252 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 0 138 467 144 254 0 715 236 111 1647 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 144 254 0 715 236 111 1647 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 144 254 0 715 236 111 1647 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 144 254 0 715 236 111 1647 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.64 0.49 0.87 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2888 891 1571 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.16 0.16 0.16 0.00 0.13 0.13 0.04 0.29 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 40.4 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.28 0.51 0.51 0.51 0.00 0.71 0.28 0.28 0.95 0.00 Delay/Veh: 47.2 0.0 47.2 50.4 50.4 50.4 0.0 71.9 27.4 71.3 72.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 47.2 50.4 50.4 50.4 0.0 71.9 27.4 71.3 72.3 0.0 LOS by Move: D A D D D D A E C E E A HCM2k95thQ: 13 0 13 24 24 24 0 22 15 6 46 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-89 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #45: Agilent Driveway / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 11 0 15*** Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 310*** 2 0 215 Loss Time (sec): 9 0 1 951 2 Critical V/C: 0.562 3 2929*** 1 Avg Crit Del (sec/veh): 38.3 0 29 0 Avg Delay (sec/veh): 36.7 1 46 LOS: D+ t Lanes: 1 0 0 1 0 Final Vol: 4 0 5 Sig nal=Permit/Rights=l nd u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 15 44 44 25 54 54 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 4 0 5 14 0 10 285 875 27 42 2695 198 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 5 14 0 10 285 875 27 42 2695 198 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 0 5 14 0 10 285 875 27 42 2695 198 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 4 0 5 15 0 11 310 951 29 46 2929 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 5 15 0 11 310 951 29 46 2929 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 5 15 0 11 310 951 29 46 2929 215 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.58 0.00 1.42 2.00 2.91 0.09 1.00 3.71 0.29 Final Sat.: 1750 0 1800 2771 0 2479 3150 5432 168 1750 6986 513 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.00 0.10 0.18 0.18 0.03 0.42 0.42 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 45.0 15.0 48.5 48.5 27.5 61.0 61.0 Volume/Cap: 0.01 0.00 0.01 0.02 0.00 0.01 0.85 0.47 0.47 0.12 0.89 0.89 Delay/Veh: 27.9 0.0 27.9 27.9 0.0 27.9 73.7 31.2 31.2 41.6 34.9 34.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 0.0 27.9 27.9 0.0 27.9 73.7 31.2 31.2 41.6 34.9 34.9 LOS by Move: C A C C A C E C C D C- C- HCM2k95thQ: 0 0 0 1 0 0 15 18 18 3 47 47 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-90 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #45: Agilent Driveway / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 11 0 15*** Lanes: 1 0 4 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 310*** 2 0 215 Loss Time (sec): 9 0 1 1037 2 Critical V/C: 0.601 3 3203*** 1 Avg Crit Del (sec/veh): 45.6 0 29 0 Avg Delay (sec/veh): 42.5 1 46 LOS: D t Lanes: 1 0 0 1 0 Final Vol: 4 0 5 Sig nal=Permit/Rights=l nd u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 15 44 44 25 54 54 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 4 0 5 14 0 10 285 875 27 42 2695 198 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 5 14 0 10 285 875 27 42 2695 198 Added Vol: 0 0 0 0 0 0 0 79 0 0 252 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 0 5 14 0 10 285 954 27 42 2947 198 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 4 0 5 15 0 11 310 1037 29 46 3203 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 5 15 0 11 310 1037 29 46 3203 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 5 15 0 11 310 1037 29 46 3203 215 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.58 0.00 1.42 2.00 2.91 0.09 1.00 3.74 0.26 Final Sat.: 1750 0 1800 2771 0 2479 3150 5446 154 1750 7027 472 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.00 0.10 0.19 0.19 0.03 0.46 0.46 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 45.0 15.0 48.5 48.5 27.5 61.0 61.0 Volume/Cap: 0.01 0.00 0.01 0.02 0.00 0.01 0.85 0.51 0.51 0.12 0.97 0.97 Delay/Veh: 27.9 0.0 27.9 27.9 0.0 27.9 73.7 31.8 31.8 41.6 43.2 43.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 0.0 27.9 27.9 0.0 27.9 73.7 31.8 31.8 41.6 43.2 43.2 LOS by Move: C A C C A C E C C D D D HCM2k95thQ: 0 0 0 1 0 0 14 19 19 3 55 55 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-91 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 647*** 0 108 Lanes: 1 0 0 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 0 Loss Time (sec): 6 0 0 990 5 Critical V/C: 0.838 3 2456*** 0 � Avg Crit Del (sec/veh): 32.6 � 0 0 0 Avg Delay (sec/veh): 28.9 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 108 0 647 0 990 0 0 2456 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 108 0 647 0 990 0 0 2456 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 108 0 647 0 990 0 0 2456 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.37 0.00 0.10 0.00 0.00 0.43 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 59.6 0.0 59.6 0.0 69.4 0.0 0.0 69.4 0.0 Volume/Cap: 0.00 0.00 0.00 0.14 0.00 0.84 0.00 0.20 0.00 0.00 0.84 0.00 Delay/Veh: 0.0 0.0 0.0 22.5 0.0 41.5 0.0 17.8 0.0 0.0 30.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 22.5 0.0 41.5 0.0 17.8 0.0 0.0 30.3 0.0 LOS by Move: A A A C+ A D A B A A C A HCM2k95thQ: 0 0 0 6 0 45 0 8 0 0 47 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-92 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 691*** 0 108 Lanes: 1 0 4 0 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 0 Loss Time (sec): 6 0 0 1069 5 Critical V/C: 0.902 3 2664*** 0 � Avg Crit Del (sec/veh): 37.0 � 0 0 0 Avg Delay (sec/veh): 32.1 0 0 LOS: C- t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 0 0 44 0 79 0 0 208 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 108 0 691 0 1069 0 0 2664 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 108 0 691 0 1069 0 0 2664 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 108 0 691 0 1069 0 0 2664 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 108 0 691 0 1069 0 0 2664 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.39 0.00 0.11 0.00 0.00 0.47 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 59.1 0.0 59.1 0.0 69.9 0.0 0.0 69.9 0.0 Volume/Cap: 0.00 0.00 0.00 0.14 0.00 0.90 0.00 0.22 0.00 0.00 0.90 0.00 Delay/Veh: 0.0 0.0 0.0 22.8 0.0 49.2 0.0 17.7 0.0 0.0 33.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 22.8 0.0 49.2 0.0 17.7 0.0 0.0 33.8 0.0 LOS by Move: A A A C+ A D A B A A C- A HCM2k95thQ: 0 0 0 6 0 51 0 9 0 0 54 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-93 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 119 25*** 163 Lanes: 1 0 0 1 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 156*** 2 1 233 Loss Time (sec): 12 0 0 704 2 Critical V/C: 0.538 3 1260*** 1 Avg Crit Del (sec/veh): 36.1 0 170 0 Avg Delay (sec/veh): 34.6 2 223 LOS: C- t Lanes: 1 1 0 0 1 Final Vol: 537 48*** 219 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 48 219 163 25 119 156 704 170 223 1260 233 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 537 48 219 163 25 119 156 704 170 223 1260 233 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 537 48 219 163 25 119 156 704 170 223 1260 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 537 48 219 163 25 119 156 704 170 223 1260 233 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.84 0.16 1.00 1.74 0.26 1.00 2.00 2.40 0.60 2.00 3.00 1.00 Final Sat.: 3259 291 1750 3078 472 1750 3150 4509 1089 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.13 0.05 0.05 0.07 0.05 0.16 0.16 0.07 0.22 0.13 Crit Moves **** **** **** **** Green Time: 39.8 39.8 60.2 12.8 12.8 24.8 12.0 45.0 45.0 20.4 53.4 66.2 Volume/Cap: 0.54 0.54 0.27 0.54 0.54 0.36 0.54 0.45 0.45 0.45 0.54 0.26 Delay/Veh: 38.0 38.0 21.6 57.5 57.5 46.4 58.4 33.1 33.1 50.4 29.2 18.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.0 38.0 21.6 57.5 57.5 46.4 58.4 33.1 33.1 50.4 29.2 18.2 LOS by Move: D+ D+ C+ E+ E+ D E+ C- C- D C B- HCM2k95thQ: 19 19 11 8 8 8 7 16 16 10 23 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Page 2-94 Vallco Special Area Specific Plan SJ17-1776 Loss Time (sec): 12 0 0 707 2 Critical V/C: 0.587 3 1267*** 1 Avg Crit Del (sec/veh): 38.9 0 170 0 Avg Delay (sec/veh): 37.1 2 246 LOS: D+ t Lanes: 1 1 0 0 1 Final Vol: 537*** 108 228 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 48 219 163 25 119 156 704 170 223 1260 233 Added Vol: 0 60 9 0 72 22 18 3 0 23 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 537 108 228 163 97 141 174 707 170 246 1267 233 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 537 108 228 163 97 141 174 707 170 246 1267 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 537 108 228 163 97 141 174 707 170 246 1267 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 537 108 228 163 97 141 174 707 170 246 1267 233 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.67 0.33 1.00 1.26 0.74 1.00 2.00 2.40 0.60 2.00 3.00 1.00 Final Sat.: 2955 594 1750 2225 1324 1750 3150 4513 1085 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.18 0.13 0.07 0.07 0.08 0.06 0.16 0.16 0.08 0.22 0.13 Crit Moves: **** **** **** **** Green Time: 40.3 40.3 60.7 16.2 16.2 28.5 12.2 41.0 41.0 20.5 49.3 65.5 Volume/Cap: 0.59 0.59 0.28 0.59 0.59 0.37 0.59 0.50 0.50 0.50 0.59 0.26 Delay/Veh: 38.7 38.7 21.4 55.8 55.8 43.7 59.5 36.3 36.3 50.8 32.7 18.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.7 38.7 21.4 55.8 55.8 43.7 59.5 36.3 36.3 50.8 32.7 18.6 LOS by Move: D+ D+ C+ E+ E+ D E+ D+ D+ D C- B- HCM2k95thQ: 21 21 11 10 10 10 8 17 17 11 24 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 141 97 163*** Lanes: 1 0 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 174*** 2 1 233 Loss Time (sec): 12 0 0 707 2 Critical V/C: 0.587 3 1267*** 1 Avg Crit Del (sec/veh): 38.9 0 170 0 Avg Delay (sec/veh): 37.1 2 246 LOS: D+ t Lanes: 1 1 0 0 1 Final Vol: 537*** 108 228 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 48 219 163 25 119 156 704 170 223 1260 233 Added Vol: 0 60 9 0 72 22 18 3 0 23 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 537 108 228 163 97 141 174 707 170 246 1267 233 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 537 108 228 163 97 141 174 707 170 246 1267 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 537 108 228 163 97 141 174 707 170 246 1267 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 537 108 228 163 97 141 174 707 170 246 1267 233 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.67 0.33 1.00 1.26 0.74 1.00 2.00 2.40 0.60 2.00 3.00 1.00 Final Sat.: 2955 594 1750 2225 1324 1750 3150 4513 1085 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.18 0.13 0.07 0.07 0.08 0.06 0.16 0.16 0.08 0.22 0.13 Crit Moves: **** **** **** **** Green Time: 40.3 40.3 60.7 16.2 16.2 28.5 12.2 41.0 41.0 20.5 49.3 65.5 Volume/Cap: 0.59 0.59 0.28 0.59 0.59 0.37 0.59 0.50 0.50 0.50 0.59 0.26 Delay/Veh: 38.7 38.7 21.4 55.8 55.8 43.7 59.5 36.3 36.3 50.8 32.7 18.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.7 38.7 21.4 55.8 55.8 43.7 59.5 36.3 36.3 50.8 32.7 18.6 LOS by Move: D+ D+ C+ E+ E+ D E+ D+ D+ D C- B- HCM2k95thQ: 21 21 11 10 10 10 8 17 17 11 24 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-95 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 565 1083 141*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 181 235 2 1 243 Loss Time (sec): 12 0 0 275*** 2 Critical V/C: 0.678 2 759 0 Avg Crit Del (sec/veh): 81.8 0 107 1 Avg Delay (sec/veh): 71.5 2 344*** LOS: E Lanes: 2 0 3 0 1 Final Vol: 225 2319*** 176 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 225 2936 176 141 1354 565 235 275 107 344 759 243 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 225 2319 176 141 1083 565 235 275 107 344 759 243 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 225 2319 176 141 1083 565 235 275 107 344 759 243 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 225 2319 176 141 1083 565 235 275 107 344 759 243 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.41 0.10 0.04 0.19 0.32 0.07 0.07 0.06 0.11 0.20 0.14 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 116.3 24.3 43.5 59.3 17.8 37.0 59.8 Volume/Cap: 0.82 0.87 0.18 0.36 0.37 0.50 0.56 0.30 0.19 1.11 0.98 0.42 Delay/Veh: 104.4 72.2 35.7 80.8 46.2 38.3 75.7 57.1 44.2 166.6 98.8 48.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.4 72.2 35.7 80.8 46.2 38.3 75.7 57.1 44.2 166.6 98.8 48.2 LOS by Move: F E D+ F D D+ E- E+ D F F D HCM2k95thQ: 14 63 15 9 29 46 14 12 9 30 42 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-96 Vallco Special Area Specific Plan SJ17-1776 Loss Time (sec): 12 0 0 286*** 2 Critical V/C: 0.690 2 778 0 Avg Crit Del (sec/veh): 83.6 0 107 1 Avg Delay (sec/veh): 72.8 2 351*** LOS: E Lanes: 2 0 3 0 1 Final Vol: 225 2356*** 180 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 46 4 0 61 34 24 11 0 7 19 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 225 2982 180 141 1415 599 259 286 107 351 778 243 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 225 2356 180 141 1132 599 259 286 107 351 778 243 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 225 2356 180 141 1132 599 259 286 107 351 778 243 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 225 2356 180 141 1132 599 259 286 107 351 778 243 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.41 0.10 0.04 0.20 0.34 0.08 0.08 0.06 0.11 0.20 0.14 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.9 23.9 43.5 59.3 17.8 37.4 60.1 Volume/Cap: 0.82 0.88 0.18 0.36 0.39 0.53 0.62 0.31 0.19 1.13 0.99 0.42 Delay/Veh: 104.4 73.4 35.8 80.8 46.7 39.8 78.0 57.3 44.2 174.5 102 47.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.4 73.4 35.8 80.8 46.7 39.8 78.0 57.3 44.2 174.5 102 47.9 LOS by Move: F E D+ F D D E- E+ D F F D HCM2k95thQ: 14 64 16 9 31 49 15 12 9 31 43 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 599 1132 141*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 181 259 2 1 243 Loss Time (sec): 12 0 0 286*** 2 Critical V/C: 0.690 2 778 0 Avg Crit Del (sec/veh): 83.6 0 107 1 Avg Delay (sec/veh): 72.8 2 351*** LOS: E Lanes: 2 0 3 0 1 Final Vol: 225 2356*** 180 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 46 4 0 61 34 24 11 0 7 19 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 225 2982 180 141 1415 599 259 286 107 351 778 243 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 225 2356 180 141 1132 599 259 286 107 351 778 243 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 225 2356 180 141 1132 599 259 286 107 351 778 243 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 225 2356 180 141 1132 599 259 286 107 351 778 243 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.41 0.10 0.04 0.20 0.34 0.08 0.08 0.06 0.11 0.20 0.14 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.9 23.9 43.5 59.3 17.8 37.4 60.1 Volume/Cap: 0.82 0.88 0.18 0.36 0.39 0.53 0.62 0.31 0.19 1.13 0.99 0.42 Delay/Veh: 104.4 73.4 35.8 80.8 46.7 39.8 78.0 57.3 44.2 174.5 102 47.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.4 73.4 35.8 80.8 46.7 39.8 78.0 57.3 44.2 174.5 102 47.9 LOS by Move: F E D+ F D D E- E+ D F F D HCM2k95thQ: 14 64 16 9 31 49 15 12 9 31 43 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-97 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 52 1142 100*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 166 111*** 2 1 527*** Loss Time (sec): 12 0 0 130 2 Critical V/C: 0.865 2 295 0 � Avg Crit Del (sec/veh): 47.1 � 0 117 1 Avg Delay (sec/veh): 44.0 2 367 LOS: D Lanes: 2 0 3 0 1 Final Vol: 110 2655*** 139 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 3361 139 100 1427 52 111 130 117 367 295 527 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 2655 139 100 1142 52 111 130 117 367 295 527 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 2655 139 100 1142 52 111 130 117 367 295 527 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 2655 139 100 1142 52 111 130 117 367 295 527 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.47 0.08 0.03 0.20 0.03 0.04 0.03 0.07 0.12 0.08 0.30 Crit Moves **** **** **** **** Green Time: 15.8 89.0 116.7 13.0 86.2 100.2 14.0 24.3 40.2 27.7 38.0 51.0 Volume/Cap: 0.37 0.87 0.11 0.41 0.39 0.05 0.42 0.23 0.28 0.70 0.34 0.98 Delay/Veh: 71.1 36.4 8.0 73.9 24.1 13.5 73.2 62.8 51.5 69.4 53.7 90.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.1 36.4 8.0 73.9 24.1 13.5 73.2 62.8 51.5 69.4 53.7 90.6 LOS by Move: E D+ A E C B E E D- E D- F HCM2k95thQ: 7 63 5 6 20 2 6 6 10 21 12 54 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-98 Vallco Special Area Specific Plan SJ17-1776 Loss Time (sec): 12 0 0 137 2 Critical V/C: 0.876 2 307 0 � Avg Crit Del (sec/veh): 47.6 � 0 117 1 Avg Delay (sec/veh): 44.1 2 368 LOS: D Lanes: 2 0 3 0 1 Final Vol: 110 2680*** 139 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 31 0 0 43 24 19 7 0 1 12 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 3392 139 100 1470 76 130 137 117 368 307 527 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 2680 139 100 1176 76 130 137 117 368 307 527 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 2680 139 100 1176 76 130 137 117 368 307 527 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 2680 139 100 1176 76 130 137 117 368 307 527 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.47 0.08 0.03 0.21 0.04 0.04 0.04 0.07 0.12 0.08 0.30 Crit Moves **** **** **** **** Green Time: 15.8 89.0 116.7 13.0 86.2 100.2 14.0 24.3 40.2 27.7 38.0 51.0 Volume/Cap: 0.37 0.88 0.11 0.41 0.40 0.07 0.49 0.25 0.28 0.70 0.35 0.98 Delay/Veh: 71.1 36.9 8.0 73.9 24.3 13.7 74.0 62.9 51.5 69.5 53.9 90.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.1 36.9 8.0 73.9 24.3 13.7 74.0 62.9 51.5 69.5 53.9 90.6 LOS by Move: E D+ A E C B E E D- E D- F HCM2k95thQ: 7 65 5 6 21 3 7 6 10 21 12 54 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 76 1176 100*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 166 130*** 2 1 527*** Loss Time (sec): 12 0 0 137 2 Critical V/C: 0.876 2 307 0 � Avg Crit Del (sec/veh): 47.6 � 0 117 1 Avg Delay (sec/veh): 44.1 2 368 LOS: D Lanes: 2 0 3 0 1 Final Vol: 110 2680*** 139 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 31 0 0 43 24 19 7 0 1 12 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 110 3392 139 100 1470 76 130 137 117 368 307 527 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 110 2680 139 100 1176 76 130 137 117 368 307 527 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 110 2680 139 100 1176 76 130 137 117 368 307 527 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 110 2680 139 100 1176 76 130 137 117 368 307 527 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.47 0.08 0.03 0.21 0.04 0.04 0.04 0.07 0.12 0.08 0.30 Crit Moves **** **** **** **** Green Time: 15.8 89.0 116.7 13.0 86.2 100.2 14.0 24.3 40.2 27.7 38.0 51.0 Volume/Cap: 0.37 0.88 0.11 0.41 0.40 0.07 0.49 0.25 0.28 0.70 0.35 0.98 Delay/Veh: 71.1 36.9 8.0 73.9 24.3 13.7 74.0 62.9 51.5 69.5 53.9 90.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.1 36.9 8.0 73.9 24.3 13.7 74.0 62.9 51.5 69.5 53.9 90.6 LOS by Move: E D+ A E C B E E D- E D- F HCM2k95thQ: 7 65 5 6 21 3 7 6 10 21 12 54 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-99 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 284*** 2 1 232 Loss Time (sec): 9 0 0 832 3 Critical V/C: 0.653 3 1299*** 0 Avg Crit Del (sec/veh): 34.6 0 0 0 Avg Delay (sec/veh): 31.6 0 0 LOS: C t Lanes: 1 1 0 1 0 Final Vol: 1029*** 384 133 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1029 384 133 0 0 0 284 832 0 0 1299 232 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1029 384 133 0 0 0 284 832 0 0 1299 232 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1029 384 133 0 0 0 284 832 0 0 1299 232 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 0.74 0.26 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3550 1337 463 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.29 0.29 0.29 0.00 0.00 0.00 0.09 0.15 0.00 0.00 0.23 0.13 Crit Moves: **** **** **** Green Time: 57.7 57.7 57.7 0.0 0.0 0.0 17.9 63.3 0.0 0.0 45.4 45.4 Volume/Cap: 0.65 0.65 0.65 0.00 0.00 0.00 0.65 0.30 0.00 0.00 0.65 0.38 Delay/Veh: 29.0 28.8 28.8 0.0 0.0 0.0 56.6 20.1 0.0 0.0 36.5 32.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 29.0 28.8 28.8 0.0 0.0 0.0 56.6 20.1 0.0 0.0 36.5 32.2 LOS by Move: C C C A A A E+ C+ A A D+ C- HCM2k95thQ: 30 30 30 0 0 0 13 12 0 0 24 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-100 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 315*** 2 1 232 Loss Time (sec): 9 0 0 880 3 Critical V/C: 0.718 3 1373*** 0 Avg Crit Del (sec/veh): 36.3 0 0 0 Avg Delay (sec/veh): 33.0 0 0 LOS: C- t Lanes: 1 1 0 1 0 Final Vol: 1163*** 384 133 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 134 0 0 0 0 0 31 48 0 0 74 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1163 384 133 0 0 0 315 880 0 0 1373 232 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1163 384 133 0 0 0 315 880 0 0 1373 232 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1163 384 133 0 0 0 315 880 0 0 1373 232 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1163 384 133 0 0 0 315 880 0 0 1373 232 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 0.74 0.26 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3552 1337 463 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.29 0.29 0.00 0.00 0.00 0.10 0.15 0.00 0.00 0.24 0.13 Crit Moves: **** **** **** Green Time: 59.3 59.3 59.3 0.0 0.0 0.0 18.1 61.7 0.0 0.0 43.6 43.6 Volume/Cap: 0.72 0.63 0.63 0.00 0.00 0.00 0.72 0.33 0.00 0.00 0.72 0.40 Delay/Veh: 29.7 27.5 27.5 0.0 0.0 0.0 59.2 21.3 0.0 0.0 39.2 33.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 29.7 27.5 27.5 0.0 0.0 0.0 59.2 21.3 0.0 0.0 39.2 33.5 LOS by Move: C C C A A A E+ C+ A A D C- HCM2k95thQ: 35 29 29 0 0 0 14 13 0 0 26 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-101 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Signal=Protect/Ri ghts=lg nore Final Vol: 0 738*** 562 Lanes: 0 0 4 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 130*** 0 0 0 Loss Time (sec): 9 1 0 197 1 Critical V/C: 0.297 0 0 0 � Avg Crit Del (sec/veh): 23.3 � 0 0 1 Avg Delay (sec/veh): 32.8 0 0 LOS: C- Lanes: 0 0 3 0 1 Final Vol: 0*** 3346 517 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 3346 517 562 738 0 130 197 235 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3346 517 562 738 0 130 197 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3346 517 562 738 0 130 197 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3346 517 562 738 0 130 197 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.82 1.18 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1470 2228 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.59 0.30 0.18 0.19 0.00 0.09 0.09 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 117 116.9 34.3 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.95 0.48 0.99 0.24 0.00 0.56 0.56 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 25.7 11.1 112.4 0.0 0.0 75.7 75.7 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 25.7 11.1 112.4 0.0 0.0 75.7 75.7 0.0 0.0 0.0 0.0 LOS by Move: A C B+ F A A E- E- A A A A HCM2k95thQ: 0 84 17 40 1 0 16 16 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-102 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Signal=Protect/Ri ghts=lg nore Final Vol: 0 738*** 562 Lanes: 0 0 4 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 130*** 0 0 0 Loss Time (sec): 9 1 0 235 1 Critical V/C: 0.307 0 0 0 � Avg Crit Del (sec/veh): 25.7 � 0 0 1 Avg Delay (sec/veh): 34.7 0 0 LOS: C- Lanes: 0 0 3 0 1 Final Vol: 0*** 3404 517 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 58 0 0 0 0 0 38 17 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 3404 517 562 738 0 130 235 252 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3404 517 562 738 0 130 235 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3404 517 562 738 0 130 235 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3404 517 562 738 0 130 235 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.73 1.27 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1317 2381 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.60 0.30 0.18 0.19 0.00 0.10 0.10 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 117 116.9 34.3 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.97 0.48 0.99 0.24 0.00 0.63 0.63 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 28.3 11.1 112.4 0.0 0.0 77.5 77.5 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 28.3 11.1 112.4 0.0 0.0 77.5 77.5 0.0 0.0 0.0 0.0 LOS by Move: A C B+ F A A E- E- A A A A HCM2k95thQ: 0 91 17 40 1 0 18 18 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-103 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #52: Lawrence Expressway/ Mitty Way Signal=Protect/Ri ghts=lg nore Final Vol: 0 866- 164 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 181 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.228 0 0 0 � Avg Crit Del (sec/veh): 11.9 � 0 0 0 Avg Delay (sec/veh): 23.1 1 113`*` LOS: C Lanes: 0 0 3 0 1 Final Vol: 0*"* 3041 127 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 28 148 148 0 0 0 25 25 25 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 3041 127 164 866 0 0 0 0 113 0 741 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3041 127 164 866 0 0 0 0 113 0 741 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 3041 127 164 866 0 0 0 0 113 0 741 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3041 127 164 866 0 0 0 0 113 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3041 127 164 866 0 0 0 0 113 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3041 127 164 866 0 0 0 0 113 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5700 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.53 0.07 0.09 0.15 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 119 143.4 28.6 147 0.0 0.0 0.0 0.0 24.9 0.0 0.0 Volume/Cap: 0.00 0.81 0.09 0.59 0.19 0.00 0.00 0.00 0.00 0.47 0.00 0.00 Delay/Veh: 0.0 24.7 4.3 74.6 3.8 0.0 0.0 0.0 0.0 73.8 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 24.7 4.3 74.6 3.8 0.0 0.0 0.0 0.0 73.8 0.0 0.0 LOS by Move: A C A E A A A A A E A A HCM2k95thQ: 0 62 3 17 7 0 0 0 0 13 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-104 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #52: Lawrence Expressway/ Mitty Way Signal=Protect/Ri ghts=lg nore Final Vol: 0 882- 165 Lanes: 0 0 4 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 181 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.231 0 0 0 � Avg Crit Del (sec/veh): 11.8 � 0 0 0 Avg Delay (sec/veh): 23.5 1 114`*` LOS: C Lanes: 0 0 3 0 1 Final Vol: 0*"* 3097 127 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 28 148 148 0 0 0 25 25 25 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 0 3041 127 164 866 0 0 0 0 113 0 741 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3041 127 164 866 0 0 0 0 113 0 741 Added Vol: 0 56 0 1 16 0 0 0 0 1 0 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 3097 127 165 882 0 0 0 0 114 0 742 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3097 127 165 882 0 0 0 0 114 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3097 127 165 882 0 0 0 0 114 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3097 127 165 882 0 0 0 0 114 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5700 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.54 0.07 0.09 0.15 0.00 0.00 0.00 0.00 0.07 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 119 143.4 28.6 147 0.0 0.0 0.0 0.0 24.9 0.0 0.0 Volume/Cap: 0.00 0.83 0.09 0.60 0.19 0.00 0.00 0.00 0.00 0.47 0.00 0.00 Delay/Veh: 0.0 25.4 4.3 74.7 3.8 0.0 0.0 0.0 0.0 73.9 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 25.4 4.3 74.7 3.8 0.0 0.0 0.0 0.0 73.9 0.0 0.0 LOS by Move: A C A E A A A A A E A A HCM2k95thQ: 0 64 3 17 7 0 0 0 0 13 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-105 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 437 481*** 61 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 764*** 2 1 0 Loss Time (sec): 12 0 0 340 2 Critical V/C: 0.638 2 662*** 0 Avg Crit Del (sec/veh): 75.1 0 173 1 Avg Delay (sec/veh): 60.3 1 45 LOS: E t Lanes: 2 0 3 0 1 Final Vol: 304*** 1940 46 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 304 1940 46 61 481 437 764 340 173 45 662 255 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 304 1940 46 61 481 437 764 340 173 45 662 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 304 1940 46 61 481 437 764 340 173 45 662 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 304 1940 46 61 481 437 764 340 173 45 662 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.34 0.03 0.02 0.08 0.25 0.24 0.09 0.10 0.03 0.17 0.00 Crit Moves: **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 0.91 0.91 0.06 0.26 0.25 0.41 0.89 0.21 0.18 0.43 0.80 0.00 Delay/Veh: 110.2 58.4 26.8 82.7 48.7 27.0 77.7 33.6 22.5 88.3 75.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 110.2 58.4 26.8 82.7 48.7 27.0 77.7 33.6 22.5 88.3 75.1 0.0 LOS by Move: F E+ C F D C E- C- C+ F E- A HCM2k95thQ: 21 57 2 4 14 32 44 ll 10 6 33 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-106 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 438 496*** 62 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 764*** 2 1 0 Loss Time (sec): 12 0 0 341 2 Critical V/C: 0.663 2 666*** 0 Avg Crit Del (sec/veh): 83.8 0 188 1 Avg Delay (sec/veh): 65.2 1 45 LOS: E t Lanes: 2 0 3 0 1 Final Vol: 365*** 1995 46 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 61 55 0 1 15 1 0 1 15 0 4 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 365 1995 46 62 496 438 764 341 188 45 666 256 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 365 1995 46 62 496 438 764 341 188 45 666 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 1995 46 62 496 438 764 341 188 45 666 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 365 1995 46 62 496 438 764 341 188 45 666 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.35 0.03 0.02 0.09 0.25 0.24 0.09 0.11 0.03 0.18 0.00 Crit Moves: **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.09 0.94 0.06 0.26 0.26 0.41 0.89 0.21 0.20 0.43 0.80 0.00 Delay/Veh: 159.2 61.6 26.8 82.7 48.9 27.1 77.7 33.6 22.7 88.3 75.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 159.2 61.6 26.8 82.7 48.9 27.1 77.7 33.6 22.7 88.3 75.4 0.0 LOS by Move: F E C F D C E- C- C+ F E- A HCM2k95thQ: 28 60 2 4 14 32 44 ll 11 6 33 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-107 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=lg nore Final Vol: 0 608*** 120 Lanes: 0 0 3 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 95 0 0 1 737*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.507 0 0 0 � Avg Crit Del (sec/veh): 86.4 � 0 0 0 Avg Delay (sec/veh): 43.2 1 257 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*"* 1738 156 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1738 156 120 608 0 0 0 0 257 0 737 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1738 156 120 608 0 0 0 0 257 0 737 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1738 156 120 608 0 0 0 0 257 0 737 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5700 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.30 0.09 0.07 0.11 0.00 0.00 0.00 0.00 0.15 0.00 0.42 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.54 0.12 0.46 0.15 0.00 0.00 0.00 0.00 0.78 0.00 1.24 Delay/Veh: 0.0 13.0 3.2 38.2 4.3 0.0 0.0 0.0 0.0 47.5 0.0 154.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 13.0 3.2 38.2 4.3 0.0 0.0 0.0 0.0 47.5 0.0 154.2 LOS by Move: A B A D+ A A A A A D A F HCM2k95thQ: 0 19 3 7 4 0 0 0 0 18 0 69 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-108 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=lg nore Final Vol: 0 636- 122 Lanes: 0 0 3 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 95 0 0 1 743*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.515 0 0 0 � Avg Crit Del (sec/veh): 87.3 � 0 0 0 Avg Delay (sec/veh): 43.2 1 257 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*"* 1848 156 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 110 0 2 28 0 0 0 0 0 0 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1848 156 122 636 0 0 0 0 257 0 743 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1848 156 122 636 0 0 0 0 257 0 743 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1848 156 122 636 0 0 0 0 257 0 743 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1848 156 122 636 0 0 0 0 257 0 743 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5700 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.32 0.09 0.07 0.11 0.00 0.00 0.00 0.00 0.15 0.00 0.42 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.57 0.12 0.47 0.16 0.00 0.00 0.00 0.00 0.78 0.00 1.25 Delay/Veh: 0.0 13.5 3.2 38.2 4.3 0.0 0.0 0.0 0.0 47.5 0.0 158.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 13.5 3.2 38.2 4.3 0.0 0.0 0.0 0.0 47.5 0.0 158.4 LOS by Move: A B A D+ A A A A A D A F HCM2k95thQ: 0 20 3 7 4 0 0 0 0 18 0 71 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paae 2-109 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 376 351*** 105 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 161 458*** 1 1 326 Loss Time (sec): 12 0 0 452 2 Critical V/C: 0.688 2 845*** 0 Avg Crit Del (sec/veh): 83.4 0 153 1 Avg Delay (sec/veh): 58.3 1 60 LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 288*** 1051 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 288 1051 106 105 351 376 458 452 153 60 845 326 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 288 1051 106 105 351 376 458 452 153 60 845 326 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 288 1051 106 105 351 376 458 452 153 60 845 326 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 1750 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.18 0.06 0.03 0.06 0.21 0.26 0.12 0.09 0.03 0.22 0.19 Crit Moves: **** **** **** **** Green Time: 26.0 49.0 63.7 17.0 40.0 75.0 35.0 68.3 94.3 14.7 48.0 65.0 Volume/Cap: 0.57 0.61 0.15 0.32 0.25 0.46 1.20 0.28 0.15 0.38 0.75 0.46 Delay/Veh: 63.8 48.4 31.4 67.2 48.5 29.7 177.2 30.4 15.2 70.3 53.7 35.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.8 48.4 31.4 67.2 48.5 29.7 177.2 30.4 15.2 70.3 53.7 35.7 LOS by Move: E D C E D C F C B E D- D+ HCM2k95thQ: 16 26 7 6 9 24 56 13 7 7 33 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-110 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 376 379*** 105 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 161 458*** 1 1 326 Loss Time (sec): 12 0 0 452 2 Critical V/C: 0.694 2 845*** 0 Avg Crit Del (sec/veh): 83.0 0 153 1 Avg Delay (sec/veh): 58.4 1 60 LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 288*** 1161 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 110 0 0 28 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 288 1161 106 105 379 376 458 452 153 60 845 326 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 288 1161 106 105 379 376 458 452 153 60 845 326 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 288 1161 106 105 379 376 458 452 153 60 845 326 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 288 1161 106 105 379 376 458 452 153 60 845 326 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 1750 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.20 0.06 0.03 0.07 0.21 0.26 0.12 0.09 0.03 0.22 0.19 Crit Moves: **** **** **** **** Green Time: 26.0 49.0 63.7 17.0 40.0 75.0 35.0 68.3 94.3 14.7 48.0 65.0 Volume/Cap: 0.57 0.67 0.15 0.32 0.27 0.46 1.20 0.28 0.15 0.38 0.75 0.46 Delay/Veh: 63.8 49.9 31.4 67.2 48.8 29.7 177.2 30.4 15.2 70.3 53.7 35.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.8 49.9 31.4 67.2 48.8 29.7 177.2 30.4 15.2 70.3 53.7 35.7 LOS by Move: E D C E D C F C B E D- D+ HCM2k95thQ: 16 29 7 6 9 24 56 13 7 7 33 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-111 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 263 208 37*** Lanes: 1 0 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 159 422*** 1 1 118 Loss Time (sec): 12 0 0 619 3 Critical V/C: 0.565 3 624*** 0 Avg Crit Del (sec/veh): 51.1 0 17 1 Avg Delay (sec/veh): 44.0 1 171 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 67 913*** 298 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 67 913 298 37 208 263 422 619 17 171 624 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 67 913 298 37 208 263 422 619 17 171 624 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 913 298 37 208 263 422 619 17 171 624 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 67 913 298 37 208 263 422 619 17 171 624 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.16 0.17 0.01 0.05 0.15 0.24 0.11 0.01 0.10 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.28 0.43 0.33 0.21 0.16 0.24 0.89 0.31 0.02 0.67 0.48 0.24 Delay/Veh: 70.1 37.6 22.6 72.2 35.3 13.4 74.5 37.6 26.4 71.1 53.7 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.1 37.6 22.6 72.2 35.3 13.4 74.5 37.6 26.4 71.1 53.7 44.1 LOS by Move: E D+ C+ E D+ B E D+ C E D- D HCM2k95thQ: 4 20 16 2 7 11 36 13 1 18 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-112 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 280 219 37*** Lanes: 1 0 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 159 500*** 1 1 118 Loss Time (sec): 12 0 0 619 3 Critical V/C: 0.619 3 624*** 0 � Avg Crit Del (sec/veh): 61.5 � 0 17 1 Avg Delay (sec/veh): 49.7 1 171 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 67 945*** 298 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 32 0 0 11 17 78 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 67 945 298 37 219 280 500 619 17 171 624 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 67 945 298 37 219 280 500 619 17 171 624 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 945 298 37 219 280 500 619 17 171 624 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 67 945 298 37 219 280 500 619 17 171 624 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.17 0.17 0.01 0.06 0.16 0.29 0.11 0.01 0.10 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.28 0.45 0.33 0.21 0.16 0.26 1.06 0.31 0.02 0.67 0.48 0.24 Delay/Veh: 70.1 37.8 22.6 72.2 35.5 13.6 115.1 37.6 26.4 71.1 53.7 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.1 37.8 22.6 72.2 35.5 13.6 115.1 37.6 26.4 71.1 53.7 44.1 LOS by Move: E D+ C+ E D+ B F D+ C E D- D HCM2k95thQ: 4 21 16 2 7 12 49 13 1 18 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-113 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 209 753*** 58 Lanes: 0 1 4 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 194 0 0 45 Loss Time (sec): 12 1 0 81*** 0 Critical V/C: 0.817 1! 187*** 1 Avg Crit Del (sec/veh): 52.2 0 214 0 Avg Delay (sec/veh): 45.1 1 395 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 176*** 735 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 176 735 176 58 753 209 194 81 214 395 187 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 735 176 58 753 209 194 81 214 395 187 45 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 176 735 176 58 753 209 194 81 214 395 187 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 735 176 58 753 209 194 81 214 395 187 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 735 176 58 753 209 194 81 214 395 187 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 735 176 58 753 209 194 81 214 395 187 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.60 0.40 1.00 1.55 0.45 0.79 0.33 0.88 1.46 0.44 0.10 Final Sat.: 1750 2985 715 1750 2896 804 1428 596 1575 2555 762 183 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.25 0.25 0.03 0.26 0.26 0.14 0.14 0.14 0.15 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 16.0 47.1 47.1 10.3 41.4 41.4 21.6 21.6 37.6 39.0 39.0 39.0 Volume/Cap: 0.82 0.68 0.68 0.42 0.82 0.82 0.82 0.82 0.47 0.51 0.82 0.82 Delay/Veh: 76.6 36.5 36.5 59.0 45.4 45.4 60.9 60.9 38.3 38.0 49.0 49.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.6 36.5 36.5 59.0 45.4 45.4 60.9 60.9 38.3 38.0 49.0 49.0 LOS by Move: E- D+ D+ E+ D D E E D+ D+ D D HCM2k95thQ: 15 27 27 5 32 32 22 22 16 18 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-114 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 209 770*** 58 Lanes: 0 1 4 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 194 0 0 45 Loss Time (sec): 12 1 0 81*** 0 Critical V/C: 0.822 1! 187*** 1 Avg Crit Del (sec/veh): 52.5 0 214 0 Avg Delay (sec/veh): 45.2 1 395 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 176*** 813 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 176 735 176 58 753 209 194 81 214 395 187 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 735 176 58 753 209 194 81 214 395 187 45 Added Vol: 0 78 0 0 17 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 176 813 176 58 770 209 194 81 214 395 187 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 813 176 58 770 209 194 81 214 395 187 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 813 176 58 770 209 194 81 214 395 187 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 813 176 58 770 209 194 81 214 395 187 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.63 0.37 1.00 1.56 0.44 0.79 0.33 0.88 1.46 0.44 0.10 Final Sat.: 1750 3041 658 1750 2910 790 1428 596 1575 2555 762 183 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.27 0.27 0.03 0.26 0.26 0.14 0.14 0.14 0.15 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 15.9 48.1 48.1 9.7 41.8 41.8 21.5 21.5 37.4 38.8 38.8 38.8 Volume/Cap: 0.82 0.72 0.72 0.45 0.82 0.82 0.82 0.82 0.47 0.52 0.82 0.82 Delay/Veh: 77.6 37.2 37.2 60.0 45.4 45.4 61.4 61.4 38.5 38.2 49.6 49.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 77.6 37.2 37.2 60.0 45.4 45.4 61.4 61.4 38.5 38.2 49.6 49.6 LOS by Move: E- D+ D+ E D D E E D+ D+ D D HCM2k95thQ: 15 30 30 5 33 33 22 22 16 18 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-115 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #58: SR -85 (North) / Saratoga Avenue Sig nal=Split/Rights=lndude Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 85 438*** 2 0 462*** Loss Time (sec): 9 0 1 794 2 Critical V/C: 0.610 2 946 0 � Avg Crit Del (sec/veh): 24.0 � 0 0 0 Avg Delay (sec/veh): 19.1 0 0 LOS: 13 - Lanes: 1 0 1! 0 1 Final Vol: 233 2*** 288 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 233 2 288 0 0 0 438 794 0 0 946 462 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 2 288 0 0 0 438 794 0 0 946 462 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 233 2 288 0 0 0 438 794 0 0 946 462 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 2 288 0 0 0 438 794 0 0 946 462 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 2 288 0 0 0 438 794 0 0 946 462 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 2 288 0 0 0 438 794 0 0 946 462 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.95 Lanes: 1.44 0.01 1.55 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 2527 13 2710 0 0 0 3150 3800 0 0 3798 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.11 0.00 0.00 0.00 0.14 0.21 0.00 0.00 0.25 0.26 Crit Moves: **** **** **** Green Time: 20.9 20.9 20.9 0.0 0.0 0.0 19.4 55.1 0.0 0.0 35.7 35.7 Volume/Cap: 0.38 0.61 0.43 0.00 0.00 0.00 0.61 0.32 0.00 0.00 0.59 0.61 Delay/Veh: 26.8 29.7 27.3 0.0 0.0 0.0 31.0 6.7 0.0 0.0 19.4 19.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 26.8 29.7 27.3 0.0 0.0 0.0 31.0 6.7 0.0 0.0 19.4 19.7 LOS by Move: C C C A A A C A A A B- B- HCM2k95thQ: 8 14 9 0 0 0 12 9 0 0 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-116 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #58: SR -85 (North) / Saratoga Avenue Sig nal=Split/Rights=Include Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 85 438*** 2 0 462*** Loss Time (sec): 9 0 1 809 2 Critical V/C: 0.630 2 963 0 � Avg Crit Del (sec/veh): 24.6 � 0 0 0 Avg Delay (sec/veh): 19.9 0 0 LOS: 13 - Lanes: 1 0 1! 0 1 Final Vol: 233 2*** 351 Signal=Spl it/Rights=l ncl u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 233 2 288 0 0 0 438 794 0 0 946 462 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 2 288 0 0 0 438 794 0 0 946 462 Added Vol: 0 0 63 0 0 0 0 15 0 0 17 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 233 2 351 0 0 0 438 809 0 0 963 462 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 2 351 0 0 0 438 809 0 0 963 462 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 2 351 0 0 0 438 809 0 0 963 462 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 2 351 0 0 0 438 809 0 0 963 462 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.95 Lanes: 1.39 0.01 1.60 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 2443 12 2795 0 0 0 3150 3800 0 0 3797 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.17 0.13 0.00 0.00 0.00 0.14 0.21 0.00 0.00 0.25 0.26 Crit Moves: **** **** **** Green Time: 22.6 22.6 22.6 0.0 0.0 0.0 18.7 53.4 0.0 0.0 34.6 34.6 Volume/Cap: 0.36 0.63 0.47 0.00 0.00 0.00 0.63 0.34 0.00 0.00 0.62 0.63 Delay/Veh: 25.4 28.9 26.4 0.0 0.0 0.0 31.9 7.6 0.0 0.0 20.6 20.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.4 28.9 26.4 0.0 0.0 0.0 31.9 7.6 0.0 0.0 20.6 20.7 LOS by Move: C C C A A A C A A A C+ C+ HCM2k95thQ: 8 15 11 0 0 0 12 9 0 0 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-117 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l nd u d e Final Vol: 190 0 219 - Lanes: 1 0 4 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 0 0 0 0 Loss Time (sec): 9 0 0 1010 2 Critical V/C: 0.671 2 637 1 � Avg Crit Del (sec/veh): 21.3 � 0 612`"` 0 Avg Delay (sec/veh): 16.8 2 517 - LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 219 0 190 0 1010 612 517 637 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 219 0 190 0 1010 612 517 637 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 219 0 190 0 1010 612 517 637 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.54 0.00 1.46 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2687 0 2563 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.07 0.00 0.27 0.35 0.16 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 0.0 10.0 0.0 41.5 41.5 19.5 61.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.65 0.00 0.59 0.00 0.51 0.67 0.67 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 35.8 0.0 34.5 0.0 12.8 15.0 29.8 2.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 35.8 0.0 34.5 0.0 12.8 15.0 29.8 2.7 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 10 0 8 0 16 23 13 4 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-118 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l ncl u d e Final Vol: 190 0 219 - Lanes: 1 0 4 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 0 0 0 0 Loss Time (sec): 9 0 0 1025 2 Critical V/C: 0.675 2 643 1 � Avg Crit Del (sec/veh): 21.5 � 0 612`"` 0 Avg Delay (sec/veh): 16.9 2 528`*` LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 08:00:00 AM Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 15 0 11 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 219 0 190 0 1025 612 528 643 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 219 0 190 0 1025 612 528 643 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 219 0 190 0 1025 612 528 643 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 219 0 190 0 1025 612 528 643 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.54 0.00 1.46 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2687 0 2563 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.07 0.00 0.27 0.35 0.17 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 0.0 10.0 0.0 41.2 41.2 19.8 61.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.65 0.00 0.59 0.00 0.52 0.68 0.68 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 35.8 0.0 34.5 0.0 13.0 15.2 29.7 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 35.8 0.0 34.5 0.0 13.0 15.2 29.7 2.8 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 10 0 8 0 16 23 13 4 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-119 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 164 0 13*** Lanes: 1 0 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 34 1 0 12 Loss Time (sec): 12 0 1 592*** 2 Critical V/C: 0.345 2 1216 1 7;11 Avg Crit Del (sec/veh): 39.5 0 19 0 Avg Delay (sec/veh): 47.0 1 35*** LOS: D -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 273*** 0 37 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 13 35 35 10 32 32 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 7:15:00 AM Base Vol: 259 0 35 12 0 156 32 562 18 33 1155 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 259 0 35 12 0 156 32 562 18 33 1155 11 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 259 0 35 12 0 156 32 562 18 33 1155 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 273 0 37 13 0 164 34 592 19 35 1216 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 0 37 13 0 164 34 592 19 35 1216 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 0 37 13 0 164 34 592 19 35 1216 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.88 0.00 0.12 1.00 0.00 1.00 1.00 2.90 0.10 1.00 2.97 0.03 Final Sat.: 1542 0 208 1750 0 1750 1750 5426 174 1750 5547 53 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.00 0.18 0.01 0.00 0.09 0.02 0.11 0.11 0.02 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 41.0 0.0 41.0 32.0 0.0 45.0 13.0 35.0 35.0 10.0 32.0 32.0 Volume/Cap: 0.56 0.00 0.56 0.03 0.00 0.27 0.19 0.40 0.40 0.26 0.89 0.89 Delay/Veh: 38.3 0.0 38.3 37.2 0.0 30.9 54.2 39.1 39.1 57.5 54.9 54.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.3 0.0 38.3 37.2 0.0 30.9 54.2 39.1 39.1 57.5 54.9 54.9 LOS by Move: D+ A D+ D+ A C D- D D E+ D- D- HCM2k95thQ: 21 0 21 1 0 10 3 12 12 3 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-120 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 168 0 13*** Lanes: 1 0 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 36 1 0 12 Loss Time (sec): 12 0 1 639*** 2 Critical V/C: 0.354 2 1289 1 7;11 Avg Crit Del (sec/veh): 39.8 0 19 0 Avg Delay (sec/veh): 50.5 1 35*** LOS: D -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 273*** 0 37 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 13 35 35 10 32 32 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 7:15:00 AM Base Vol: 259 0 35 12 0 156 32 562 18 33 1155 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 259 0 35 12 0 156 32 562 18 33 1155 11 Added Vol: 0 0 0 0 0 4 2 45 0 0 70 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 259 0 35 12 0 160 34 607 18 33 1225 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 273 0 37 13 0 168 36 639 19 35 1289 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 0 37 13 0 168 36 639 19 35 1289 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 0 37 13 0 168 36 639 19 35 1289 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.88 0.00 0.12 1.00 0.00 1.00 1.00 2.91 0.09 1.00 2.97 0.03 Final Sat.: 1542 0 208 1750 0 1750 1750 5439 161 1750 5550 50 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.00 0.18 0.01 0.00 0.10 0.02 0.12 0.12 0.02 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 41.0 0.0 41.0 32.0 0.0 45.0 13.0 35.0 35.0 10.0 32.0 32.0 Volume/Cap: 0.56 0.00 0.56 0.03 0.00 0.28 0.20 0.44 0.44 0.26 0.94 0.94 Delay/Veh: 38.3 0.0 38.3 37.2 0.0 31.0 54.3 39.5 39.5 57.5 61.3 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.3 0.0 38.3 37.2 0.0 31.0 54.3 39.5 39.5 57.5 61.3 61.3 LOS by Move: D+ A D+ D+ A C D- D D E+ E E HCM2k95thQ: 21 0 21 1 0 10 3 14 14 3 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-121 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l nd u d e Final Vol: 43 74 39 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 39 1 0 66 Loss Time (sec): 9 0 1 514 2 Critical V/C: 0.288 2 1009 1 Avg Crit Del (sec/veh): 28.8 0 115- 0 Avg Delay (sec/veh): 27.4 1 28`*` LOS: C Lanes: 0 0 1! 0 0 Final Vol: 132 90... 23 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 127 86 22 37 71 41 37 493 110 27 969 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 132 90 23 39 74 43 39 514 115 28 1009 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 132 90 23 39 74 43 39 514 115 28 1009 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 132 90 23 39 74 43 39 514 115 28 1009 66 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.54 0.37 0.09 0.25 0.48 0.27 1.00 2.43 0.57 1.00 2.81 0.19 Final Sat.: 946 640 164 435 834 482 1750 4577 1021 1750 5258 342 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.14 0.14 0.09 0.09 0.09 0.02 0.11 0.11 0.02 0.19 0.19 Crit Moves: **** **** **** Green Time: 52.0 52.0 52.0 52.0 52.0 52.0 12.0 49.0 49.0 20.0 57.0 57.0 Volume/Cap: 0.35 0.35 0.35 0.22 0.22 0.22 0.24 0.30 0.30 0.10 0.44 0.44 Delay/Veh: 27.5 27.5 27.5 25.8 25.8 25.8 55.5 28.5 28.5 47.5 25.5 25.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.5 27.5 27.5 25.8 25.8 25.8 55.5 28.5 28.5 47.5 25.5 25.5 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 14 14 14 8 8 8 3 11 11 2 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-122 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 48 74 39 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 40 1 0 66 Loss Time (sec): 9 0 1 556 2 Critical V/C: 0.299 2 1073 1 Avg Crit Del (sec/veh): 29.0 0 118"` 0 Avg Delay (sec/veh): 27.7 1 28`*` LOS: C Lanes: 0 0 1! 0 0 Final Vol: 136 90*`* 23 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 4 0 0 0 0 5 1 41 3 0 61 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 131 86 22 37 71 46 38 534 113 27 1030 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 136 90 23 39 74 48 40 556 118 28 1073 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 136 90 23 39 74 48 40 556 118 28 1073 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 136 90 23 39 74 48 40 556 118 28 1073 66 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.55 0.36 0.09 0.24 0.46 0.30 1.00 2.46 0.54 1.00 2.82 0.18 Final Sat.: 959 630 161 420 807 523 1750 4621 978 1750 5277 323 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.14 0.14 0.09 0.09 0.09 0.02 0.12 0.12 0.02 0.20 0.20 Crit Moves: **** **** **** Green Time: 52.0 52.0 52.0 52.0 52.0 52.0 12.0 49.0 49.0 20.0 57.0 57.0 Volume/Cap: 0.36 0.36 0.36 0.23 0.23 0.23 0.25 0.32 0.32 0.10 0.46 0.46 Delay/Veh: 27.6 27.6 27.6 25.9 25.9 25.9 55.6 28.8 28.8 47.5 25.9 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.6 27.6 27.6 25.9 25.9 25.9 55.6 28.8 28.8 47.5 25.9 25.9 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 14 14 14 9 9 9 3 12 12 2 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-123 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l nd u d e Final Vol: 53 4- 39 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 63 1 0 69 Loss Time (sec): 9 0 1 560... 2 Critical V/C: 0.179 2 1062 1 Avg Crit Del (sec/veh): 19.4 0 16 0 Avg Delay (sec/veh): 18.8 1 15 - LOS: 13 - Lanes: 0 0 1! 0 0 Final Vol: 8 1 10 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 11 64 64 15 68 68 Y+R: 5.4 5.4 5.4 5.4 5.4 5.4 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 8 1 10 38 4 51 61 543 16 15 1030 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 1 10 38 4 51 61 543 16 15 1030 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 8 1 10 38 4 51 61 543 16 15 1030 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 8 1 10 39 4 53 63 560 16 15 1062 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 8 1 10 39 4 53 63 560 16 15 1062 69 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 8 1 10 39 4 53 63 560 16 15 1062 69 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.42 0.05 0.53 0.41 0.04 0.55 1.00 2.91 0.09 1.00 2.81 0.19 Final Sat.: 737 92 921 715 75 960 1750 5440 160 1750 5258 342 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.05 0.05 0.05 0.04 0.10 0.10 0.01 0.20 0.20 Crit Moves: **** **** **** Green Time: 36.8 36.8 36.8 36.8 36.8 36.8 11.7 69.2 69.2 15.0 72.5 72.5 Volume/Cap: 0.04 0.04 0.04 0.19 0.19 0.19 0.40 0.19 0.19 0.08 0.36 0.36 Delay/Veh: 33.8 33.8 33.8 35.5 35.5 35.5 57.5 15.9 15.9 51.5 16.0 16.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 33.8 33.8 33.8 35.5 35.5 35.5 57.5 15.9 15.9 51.5 16.0 16.0 LOS by Move: C- C- C- D+ D+ D+ E+ B B D- B B HCM2k95thQ: 1 1 1 6 6 6 5 8 8 1 15 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-124 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 64 4- 39 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 70 1 0 69 Loss Time (sec): 9 0 1 588... 2 Critical V/C: 0.193 2 1101 1 Avg Crit Del (sec/veh): 20.1 0 24 0 Avg Delay (sec/veh): 19.7 1 15`*` LOS: 13 - Lanes: 0 0 1! 0 0 Final Vol: 21 1 10 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 11 64 64 15 68 68 Y+R: 5.4 5.4 5.4 5.4 5.4 5.4 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 8 1 10 38 4 51 61 543 16 15 1030 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 1 10 38 4 51 61 543 16 15 1030 67 Added Vol: 12 0 0 0 0 11 7 27 7 0 38 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 1 10 38 4 62 68 570 23 15 1068 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 21 1 10 39 4 64 70 588 24 15 1101 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 21 1 10 39 4 64 70 588 24 15 1101 69 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 21 1 10 39 4 64 70 588 24 15 1101 69 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.65 0.03 0.32 0.36 0.04 0.60 1.00 2.88 0.12 1.00 2.82 0.18 Final Sat.: 1129 56 565 639 67 1043 1750 5383 217 1750 5269 331 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.06 0.06 0.06 0.04 0.11 0.11 0.01 0.21 0.21 Crit Moves: **** **** **** Green Time: 38.1 38.1 38.1 38.1 38.1 38.1 11.5 67.9 67.9 15.0 71.4 71.4 Volume/Cap: 0.06 0.06 0.06 0.21 0.21 0.21 0.45 0.21 0.21 0.08 0.38 0.38 Delay/Veh: 33.1 33.1 33.1 34.8 34.8 34.8 58.3 16.7 16.7 51.5 16.8 16.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 33.1 33.1 33.1 34.8 34.8 34.8 58.3 16.7 16.7 51.5 16.8 16.8 LOS by Move: C- C- C- C- C- C- E+ B B D- B B HCM2k95thQ: 2 2 2 7 7 7 6 8 8 1 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-125 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 100 256*** 60 Lanes: 0 1 4 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 165*** 1 1 285 Loss Time (sec): 12 0 0 295 3 Critical V/C: 0.516 3 1045*** 0 Avg Crit Del (sec/veh): 46.9 0 138 1 Avg Delay(sec/veh): 41.6 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 107 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 107 345 27 60 256 100 165 295 138 55 1045 285 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 107 345 27 60 256 100 165 295 138 55 1045 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 107 345 27 60 256 100 165 295 138 55 1045 285 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.42 0.58 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2660 1039 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.03 0.10 0.10 0.09 0.05 0.08 0.03 0.18 0.16 Crit Moves **** **** **** **** Green Time: 29.2 29.2 29.2 28.0 28.0 28.0 27.4 47.5 76.8 33.3 53.3 81.3 Volume/Cap: 0.31 0.52 0.52 0.18 0.52 0.52 0.52 0.16 0.15 0.14 0.52 0.30 Delay/Veh: 51.9 54.5 54.5 51.4 55.5 55.5 56.8 37.0 19.5 47.1 38.4 19.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.9 54.5 54.5 51.4 55.5 55.5 56.8 37.0 19.5 47.1 38.4 19.0 LOS by Move: D- D- D- D- E+ E+ E+ D+ B- D D+ B- HCM2k95thQ: 9 15 15 5 15 15 14 6 7 4 22 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-126 Vallco Special Area Specific Plan SJ17-1776 Loss Time (sec): 12 0 0 311 3 Critical V/C: 0.526 3 1066*** 0 � Avg Crit Del (sec/veh): 47.1 � 0 144 1 Avg Delay (sec/veh): 41.8 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 116 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 9 0 0 0 0 9 6 16 6 0 21 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 116 345 27 60 256 109 171 311 144 55 1066 285 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 345 27 60 256 109 171 311 144 55 1066 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 345 27 60 256 109 171 311 144 55 1066 285 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 345 27 60 256 109 171 311 144 55 1066 285 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.39 0.61 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2594 1105 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.03 0.10 0.10 0.10 0.05 0.08 0.03 0.19 0.16 Crit Moves: **** **** **** **** Green Time: 28.7 28.7 28.7 28.1 28.1 28.1 27.9 47.8 76.4 33.4 53.3 81.5 Volume/Cap: 0.35 0.53 0.53 0.18 0.53 0.53 0.53 0.17 0.16 0.14 0.53 0.30 Delay/Veh: 52.7 55.1 55.1 51.3 55.6 55.6 56.7 36.9 19.7 46.9 38.6 18.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.7 55.1 55.1 51.3 55.6 55.6 56.7 36.9 19.7 46.9 38.6 18.9 LOS by Move: D- E+ E+ D- E+ E+ E+ D+ B- D D+ B- HCM2k95thQ: 10 15 15 5 15 15 14 7 7 4 23 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 109*** 256 60 Lanes: 0 1 0 1 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 171*** 1 1 285 Loss Time (sec): 12 0 0 311 3 Critical V/C: 0.526 3 1066*** 0 � Avg Crit Del (sec/veh): 47.1 � 0 144 1 Avg Delay (sec/veh): 41.8 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 116 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 08:00:00 AM Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 9 0 0 0 0 9 6 16 6 0 21 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 116 345 27 60 256 109 171 311 144 55 1066 285 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 345 27 60 256 109 171 311 144 55 1066 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 345 27 60 256 109 171 311 144 55 1066 285 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 116 345 27 60 256 109 171 311 144 55 1066 285 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.39 0.61 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2594 1105 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.03 0.10 0.10 0.10 0.05 0.08 0.03 0.19 0.16 Crit Moves: **** **** **** **** Green Time: 28.7 28.7 28.7 28.1 28.1 28.1 27.9 47.8 76.4 33.4 53.3 81.5 Volume/Cap: 0.35 0.53 0.53 0.18 0.53 0.53 0.53 0.17 0.16 0.14 0.53 0.30 Delay/Veh: 52.7 55.1 55.1 51.3 55.6 55.6 56.7 36.9 19.7 46.9 38.6 18.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.7 55.1 55.1 51.3 55.6 55.6 56.7 36.9 19.7 46.9 38.6 18.9 LOS by Move: D- E+ E+ D- E+ E+ E+ D+ B- D D+ B- HCM2k95thQ: 10 15 15 5 15 15 14 7 7 4 23 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-127 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l nd u d e Final Vol: 18 0 30 - Lanes: 0 0 4 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 78 1 1 26 Loss Time (sec): 9 0 0 393*"* 2 Critical V/C: 0.151 2 185 0 Avg Crit Del (sec/veh): 8.8 0 0 0 Avg Delay (sec/veh): 11.6 1 5`*` LOS: B+ Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module:9:00:00 AM Base Vol: 0 0 0 30 0 18 78 393 0 5 185 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 18 78 393 0 5 185 26 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 30 0 18 78 393 0 5 185 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 30 0 18 78 393 0 5 185 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 30 0 18 78 393 0 5 185 26 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 30 0 18 78 393 0 5 185 26 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.62 0.00 0.38 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 1094 0 656 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.03 0.04 0.10 0.00 0.00 0.05 0.01 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.4 0.0 13.4 23.7 50.6 0.0 7.0 33.9 33.9 Volume/Cap: 0.00 0.00 0.00 0.16 0.00 0.16 0.15 0.16 0.00 0.03 0.11 0.04 Delay/Veh: 0.0 0.0 0.0 28.8 0.0 28.8 20.9 6.1 0.0 33.5 14.0 13.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 28.8 0.0 28.8 20.9 6.1 0.0 33.5 14.0 13.5 LOS by Move: A A A C A C C+ A A C- B B HCM2k95thQ: 0 0 0 2 0 2 3 4 0 0 3 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-128 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l ncl u d e Final Vol: 106 0 107*** Lanes: 0 0 4 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 371*** 1 1 166*** Loss Time (sec): 9 0 0 409 2 Critical V/C: 0.483 2 228 0 � Avg Crit Del (sec/veh): 22.2 � 0 0 0 Avg Delay (sec/veh): 21.8 1 5 LOS: C+ Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module:9:00:00 AM Base Vol: 0 0 0 30 0 18 78 393 0 5 185 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 18 78 393 0 5 185 26 Added Vol: 0 0 0 77 0 88 293 16 0 0 43 140 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 107 0 106 371 409 0 5 228 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 107 0 106 371 409 0 5 228 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 107 0 106 371 409 0 5 228 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 107 0 106 371 409 0 5 228 166 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.50 0.00 0.50 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 879 0 871 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.12 0.21 0.11 0.00 0.00 0.06 0.09 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 20.2 0.0 20.2 35.1 29.9 0.0 20.9 15.7 15.7 Volume/Cap: 0.00 0.00 0.00 0.48 0.00 0.48 0.48 0.29 0.00 0.01 0.31 0.48 Delay/Veh: 0.0 0.0 0.0 26.3 0.0 26.3 16.5 17.7 0.0 21.9 27.7 29.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 26.3 0.0 26.3 16.5 17.7 0.0 21.9 27.7 29.6 LOS by Move: A A A C A C B B A C+ C C HCM2k95thQ: 0 0 0 10 0 10 13 7 0 0 5 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-129 0 1 185 2 Critical V/C: 0.408 1 283*** 0 Avg Crit Del (sec/veh): 49.6 0 130 1 Avg Delay(sec/veh): 36.2 2 86 LOS: D+ t Lanes: 2 0 3 0 1 Final Vol: 229*** 2496 527 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 229 3160 527 240 1010 401 111 185 130 86 283 203 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 229 2496 527 240 808 401 111 185 130 86 283 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 229 2496 527 240 808 401 111 185 130 86 283 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 229 2496 527 240 808 401 111 185 130 86 283 203 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.14 0.86 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2153 1545 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.44 0.30 0.08 0.14 0.23 0.04 0.05 0.07 0.03 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.55 0.73 0.44 0.86 0.26 0.36 0.45 0.29 0.25 0.35 0.79 0.51 Delay/Veh: 74.4 26.4 13.6 103.0 20.8 15.9 80.7 66.0 47.9 79.6 78.7 57.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 74.4 26.4 13.6 103.0 20.8 15.9 80.7 66.0 47.9 79.6 78.7 57.9 LOS by Move: E C B F C+ B F E D E- E- E+ HCM2k95thQ: 13 49 24 19 14 20 8 9 ll 6 26 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 401 808*** 240 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 191 ill... 2 0 203 Loss Time (sec): 12 0 1 185 2 Critical V/C: 0.408 1 283*** 0 Avg Crit Del (sec/veh): 49.6 0 130 1 Avg Delay(sec/veh): 36.2 2 86 LOS: D+ t Lanes: 2 0 3 0 1 Final Vol: 229*** 2496 527 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 229 3160 527 240 1010 401 111 185 130 86 283 203 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 229 2496 527 240 808 401 111 185 130 86 283 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 229 2496 527 240 808 401 111 185 130 86 283 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 229 2496 527 240 808 401 111 185 130 86 283 203 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.14 0.86 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2153 1545 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.44 0.30 0.08 0.14 0.23 0.04 0.05 0.07 0.03 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.55 0.73 0.44 0.86 0.26 0.36 0.45 0.29 0.25 0.35 0.79 0.51 Delay/Veh: 74.4 26.4 13.6 103.0 20.8 15.9 80.7 66.0 47.9 79.6 78.7 57.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 74.4 26.4 13.6 103.0 20.8 15.9 80.7 66.0 47.9 79.6 78.7 57.9 LOS by Move: E C B F C+ B F E D E- E- E+ HCM2k95thQ: 13 49 24 19 14 20 8 9 ll 6 26 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-130 0 1 185 2 Critical V/C: 0.417 1 283*** 0 Avg Crit Del (sec/veh): 49.5 0 146 1 Avg Delay (sec/veh): 36.5 2 103 LOS: D+ t Lanes: 2 0 3 0 1 Final Vol: 240*** 2530 538 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 11 43 11 0 30 0 0 0 16 17 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 240 3203 538 240 1040 401 111 185 146 103 283 203 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 240 2530 538 240 832 401 111 185 146 103 283 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 240 2530 538 240 832 401 111 185 146 103 283 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 240 2530 538 240 832 401 111 185 146 103 283 203 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.14 0.86 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2153 1545 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.44 0.31 0.08 0.15 0.23 0.04 0.05 0.08 0.03 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.57 0.74 0.45 0.86 0.26 0.36 0.45 0.29 0.28 0.42 0.79 0.51 Delay/Veh: 75.1 26.8 13.8 103.0 20.9 15.9 80.7 66.0 48.4 80.3 78.7 57.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.1 26.8 13.8 103.0 20.9 15.9 80.7 66.0 48.4 80.3 78.7 57.9 LOS by Move: E- C B F C+ B F E D F E- E+ HCM2k95thQ: 13 50 25 19 14 20 8 9 12 7 26 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 401 832*** 240 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 191 ill... 2 0 203 Loss Time (sec): 12 0 1 185 2 Critical V/C: 0.417 1 283*** 0 Avg Crit Del (sec/veh): 49.5 0 146 1 Avg Delay (sec/veh): 36.5 2 103 LOS: D+ t Lanes: 2 0 3 0 1 Final Vol: 240*** 2530 538 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 11 43 11 0 30 0 0 0 16 17 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 240 3203 538 240 1040 401 111 185 146 103 283 203 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 240 2530 538 240 832 401 111 185 146 103 283 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 240 2530 538 240 832 401 111 185 146 103 283 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 240 2530 538 240 832 401 111 185 146 103 283 203 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.14 0.86 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2153 1545 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.44 0.31 0.08 0.15 0.23 0.04 0.05 0.08 0.03 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.57 0.74 0.45 0.86 0.26 0.36 0.45 0.29 0.28 0.42 0.79 0.51 Delay/Veh: 75.1 26.8 13.8 103.0 20.9 15.9 80.7 66.0 48.4 80.3 78.7 57.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.1 26.8 13.8 103.0 20.9 15.9 80.7 66.0 48.4 80.3 78.7 57.9 LOS by Move: E- C B F C+ B F E D F E- E+ HCM2k95thQ: 13 50 25 19 14 20 8 9 12 7 26 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-131 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 169 721 123*** Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 390*** 2 1 492*** Loss Time (sec): 12 0 0 226 2 Critical V/C: 0.958 2 364 0 Avg Crit Del (sec/veh): 61.4 0 228 1 Avg Delay (sec/veh): 56.1 2 218 LOS: E+ Lanes: 1 0 3 0 1 Final Vol: 113 2788*** 67 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 113 3529 67 123 901 169 390 226 228 218 364 492 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 113 2788 67 123 721 169 390 226 228 218 364 492 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 2788 67 123 721 169 390 226 228 218 364 492 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 113 2788 67 123 721 169 390 226 228 218 364 492 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.49 0.04 0.04 0.13 0.10 0.12 0.06 0.13 0.07 0.10 0.28 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 120.6 24.2 45.6 63.7 16.3 37.8 51.5 Volume/Cap: 0.68 0.92 0.06 0.54 0.25 0.15 0.97 0.25 0.39 0.80 0.48 1.03 Delay/Veh: 89.4 43.4 13.6 83.2 24.8 13.1 114.8 55.2 45.9 96.4 64.2 115.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 89.4 43.4 13.6 83.2 24.8 13.1 114.8 55.2 45.9 96.4 64.2 115.4 LOS by Move: F D B F C B F E+ D F E F HCM2k95thQ: 12 72 3 8 13 8 29 10 19 17 17 57 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-132 Vallco Special Area Specific Plan SJ17-1776 Loss Time (sec): 12 0 0 226 2 Critical V/C: 0.968 2 364 0 Avg Crit Del (sec/veh): 62.5 0 239 1 Avg Delay (sec/veh): 57.0 2 229 LOS: E+ Lanes: 1 0 3 0 1 Final Vol: 118 2840*** 69 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 5 66 2 0 64 0 0 0 11 11 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 118 3595 69 123 965 169 390 226 239 229 364 492 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 2840 69 123 772 169 390 226 239 229 364 492 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 2840 69 123 772 169 390 226 239 229 364 492 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 2840 69 123 772 169 390 226 239 229 364 492 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.50 0.04 0.04 0.14 0.10 0.12 0.06 0.14 0.07 0.10 0.28 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 120.6 24.2 45.6 63.7 16.3 37.8 51.5 Volume/Cap: 0.71 0.93 0.06 0.54 0.27 0.15 0.97 0.25 0.41 0.84 0.48 1.03 Delay/Veh: 92.0 45.3 13.6 83.2 25.0 13.1 114.8 55.2 46.3 101.6 64.2 115.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 92.0 45.3 13.6 83.2 25.0 13.1 114.8 55.2 46.3 101.6 64.2 115.4 LOS by Move: F D B F C B F E+ D F E F HCM2k95thQ: 13 74 3 8 14 8 29 10 19 18 17 57 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 169 772 123*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 390*** 2 1 492*** Loss Time (sec): 12 0 0 226 2 Critical V/C: 0.968 2 364 0 Avg Crit Del (sec/veh): 62.5 0 239 1 Avg Delay (sec/veh): 57.0 2 229 LOS: E+ Lanes: 1 0 3 0 1 Final Vol: 118 2840*** 69 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 5 66 2 0 64 0 0 0 11 11 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 118 3595 69 123 965 169 390 226 239 229 364 492 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 2840 69 123 772 169 390 226 239 229 364 492 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 2840 69 123 772 169 390 226 239 229 364 492 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 2840 69 123 772 169 390 226 239 229 364 492 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.50 0.04 0.04 0.14 0.10 0.12 0.06 0.14 0.07 0.10 0.28 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 120.6 24.2 45.6 63.7 16.3 37.8 51.5 Volume/Cap: 0.71 0.93 0.06 0.54 0.27 0.15 0.97 0.25 0.41 0.84 0.48 1.03 Delay/Veh: 92.0 45.3 13.6 83.2 25.0 13.1 114.8 55.2 46.3 101.6 64.2 115.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 92.0 45.3 13.6 83.2 25.0 13.1 114.8 55.2 46.3 101.6 64.2 115.4 LOS by Move: F D B F C B F E+ D F E F HCM2k95thQ: 13 74 3 8 14 8 29 10 19 18 17 57 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-133 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 66 1142*** 77 Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 146 2 0 138 Loss Time (sec): 12 0 1 83*** 0 Critical V/C: 0.448 0 69 1 Avg Crit Del (sec/veh): 35.9 0 118 0 Avg Delay (sec/veh): 32.7 1 131*** LOS: C- t Lanes: 1 0 3 0 1 Final Vol: 54*** 3049 92 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 116 116 11 117 117 16 26 26 15 24 24 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 3859 92 77 1428 66 146 83 118 131 69 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 3859 92 77 1428 66 146 83 118 131 69 138 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 54 3859 92 77 1428 66 146 83 118 131 69 138 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 3049 92 77 1142 66 146 83 118 131 69 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 3049 92 77 1142 66 146 83 118 131 69 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 3049 92 77 1142 66 146 83 118 131 69 138 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.41 0.59 1.00 0.33 0.67 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 743 1057 1750 600 1200 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.53 0.05 0.04 0.20 0.04 0.05 0.11 0.11 0.07 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.6 122 138.3 11.6 124 140.8 17.3 27.4 38.0 15.8 26.0 37.6 Volume/Cap: 0.56 0.83 0.07 0.72 0.31 0.05 0.51 0.77 0.56 0.90 0.84 0.58 Delay/Veh: 89.7 26.2 7.1 104.0 13.8 6.3 79.5 87.6 66.8 127.4 97.9 67.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 89.7 26.2 7.1 104.0 13.8 6.3 79.5 87.6 66.8 127.4 97.9 67.9 LOS by Move: F C A F B A E- F E F F E HCM2k95thQ: 6 67 3 9 17 2 10 23 20 19 25 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 10:01:25 2018 Paas 2-134 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 66 1210"* 77 Lanes: 1 0 4 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 146 2 0 138 Loss Time (sec): 12 0 1 83... 0 Critical V/C: 0.468 0 69 1 Avg Crit Del (sec/veh): 36.7 0 122 0 Avg Delay (sec/veh): 33.4 1 136"' LOS: C- t Lanes: 1 0 3 0 1 Final Vol: 57*"* 3106 95 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 116 116 11 117 117 16 26 26 15 24 24 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 3859 92 77 1428 66 146 83 118 131 69 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 3859 92 77 1428 66 146 83 118 131 69 138 Added Vol: 3 73 3 0 85 0 0 0 4 5 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 57 3932 95 77 1513 66 146 83 122 136 69 138 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 57 3106 95 77 1210 66 146 83 122 136 69 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 3106 95 77 1210 66 146 83 122 136 69 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 57 3106 95 77 1210 66 146 83 122 136 69 138 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.40 0.60 1.00 0.33 0.67 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 729 1071 1750 600 1200 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.54 0.05 0.04 0.21 0.04 0.05 0.11 0.11 0.08 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.6 122 138.3 11.6 124 140.8 17.3 27.4 38.0 15.8 26.0 37.6 Volume/Cap: 0.59 0.85 0.07 0.72 0.33 0.05 0.51 0.79 0.57 0.93 0.84 0.58 Delay/Veh: 91.9 27.0 7.1 104.0 14.0 6.3 79.5 89.2 67.2 136.5 97.9 67.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 91.9 27.0 7.1 104.0 14.0 6.3 79.5 89.2 67.2 136.5 97.9 67.9 LOS by Move: F C A F B A E- F E F F E HCM2k95thQ: 7 69 3 9 18 2 10 24 20 20 25 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:30:32 2018 Page 1-1 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Existing PM Existing PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #1 ? xx.x x.xxx xx.x C 31.7 0.555 37.5 C 31.7 0.563 +0.008 37.3 -0.2 ? xx.x x.xxx xx.x #2 ? xx.x x.xxx xx.x C 27.1 0.594 22.3 C 26.2 0.615 +0.022 21.3 -0.9 ? xx.x x.xxx xx.x #3 ? xx.x x.xxx xx.x D 46.7 0.795 51.4 D 47.7 0.841 +0.046 53.3 +1.8 ? xx.x x.xxx xx.x #4 ? xx.x x.xxx xx.x D 43.7 0.754 45.7 D 44.1 0.773 +0.019 46.5 +0.9 ? xx.x x.xxx xx.x #5 ? xx.x x.xxx xx.x D 46.6 0.760 45.3 D 47.1 0.776 +0.016 46.1 +0.8 ? xx.x x.xxx xx.x #6 ? xx.x x.xxx xx.x B+ 10.7 0.446 7.3 B+ 10.5 0.456 +0.010 7.2 -0.1 ? xx.x x.xxx xx.x #7 ? xx.x x.xxx xx.x C 25.9 0.560 24.9 C 25.5 0.570 +0.010 24.6 -0.3 ? xx.x x.xxx xx.x #8 ? xx.x x.xxx xx.x D 41.0 0.859 54.6 D 42.7 0.875 +0.016 56.6 +2.0 ? xx.x x.xxx xx.x #9 ? xx.x x.xxx xx.x C 27.1 0.783 37.6 C 28.0 0.817 +0.034 39.0 +1.4 ? xx.x x.xxx xx.x #10 ? xx.x x.xxx xx.x B 18.0 0.746 39.4 B- 18.9 0.761 +0.015 40.0 +0.6 ? xx.x x.xxx xx.x #11 ? xx.x x.xxx xx.x D 39.9 0.790 37.8 D 45.2 0.861 +0.071 45.5 +7.7 ? xx.x x.xxx xx.x #12 ? xx.x x.xxx xx.x E 64.2 0.963 74.7 E 67.7 0.993 +0.030 80.1 +5.4 ? xx.x x.xxx xx.x #13 ? xx.x x.xxx xx.x C 26.4 0.679 37.9 C 25.7 0.699 +0.020 37.9 +0.0 ? xx.x x.xxx xx.x #14 ? xx.x x.xxx xx.x B 15.0 0.775 19.2 B 16.0 0.832 +0.057 20.4 +1.2 ? xx.x x.xxx xx.x #15 ? xx.x x.xxx xx.x B 15.7 0.611 26.8 B 16.6 0.666 +0.055 27.9 +1.1 ? xx.x x.xxx xx.x #16 ? xx.x x.xxx xx.x C 28.8 0.690 29.6 C 28.5 0.702 +0.011 29.5 -0.2 ? xx.x x.xxx xx.x #17 ? xx.x x.xxx xx.x C 23.1 0.533 23.3 C+ 21.6 0.594 +0.061 22.5 -0.8 ? xx.x x.xxx xx.x #18 ? xx.x x.xxx xx.x C 24.4 0.756 29.2 C 24.8 0.773 +0.017 29.6 +0.4 ? xx.x x.xxx xx.x #19 ? xx.x x.xxx xx.x C- 33.5 0.716 33.7 C- 33.7 0.796 +0.079 35.5 +1.7 ? xx.x x.xxx xx.x #20 ? xx.x x.xxx xx.x B 13.0 0.413 7.5 B+ 11.9 0.475 +0.062 7.0 -0.5 ? xx.x x.xxx xx.x #21 ? xx.x x.xxx xx.x B 15.2 0.513 15.3 C 31.8 0.727 +0.214 31.5 +16.2 ? xx.x x.xxx xx.x #22 ? xx.x x.xxx xx.x D 48.1 0.730 54.8 D 49.4 0.774 +0.044 56.7 +1.9 ? xx.x x.xxx xx.x #23 ? xx.x x.xxx xx.x D 47.9 0.696 38.2 D 49.3 0.736 +0.039 39.5 +1.3 ? xx.x x.xxx xx.x #24 ? xx.x x.xxx xx.x B- 18.8 0.545 31.8 B- 18.5 0.599 +0.053 31.0 -0.9 ? xx.x x.xxx xx.x #25 ? xx.x x.xxx xx.x C+ 22.8 0.562 20.3 C+ 22.3 0.611 +0.049 20.3 -0.0 ? xx.x x.xxx xx.x #26 ? xx.x x.xxx xx.x D 43.0 0.688 50.9 D 43.6 0.743 +0.055 49.9 - 1.0 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:30:32 2018 Page 1-2 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Existing PM Existing PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #27 ? xx.x x.xxx xx.x B 15.4 0.369 13.3 B 14.3 0.414 +0.045 12.5 -0.8 ? xx.x x.xxx xx.x #28 ? xx.x x.xxx xx.x B 16.5 0.482 15.8 B 15.8 0.529 +0.047 15.7 -0.2 ? xx.x x.xxx xx.x #29 ? xx.x x.xxx xx.x B 12.0 0.667 12.3 B 14.2 0.813 +0.146 16.4 +4.0 ? xx.x x.xxx xx.x #30 ? xx.x x.xxx xx.x A 8.4 0.488 9.6 B+ 10.5 0.756 +0.268 13.3 +3.7 ? xx.x x.xxx xx.x #31 ? xx.x x.xxx xx.x C 31.2 0.502 28.4 D- 52.3 0.861 +0.360 59.8 +31.4 ? xx.x x.xxx xx.x #32 ? xx.x x.xxx xx.x D 41.4 0.694 40.0 D 44.5 0.782 +0.088 47.4 +7.4 ? xx.x x.xxx xx.x #33 ? xx.x x.xxx xx.x A 3.0 0.367 3.6 A 2.9 0.397 +0.030 3.5 -0.1 ? xx.x x.xxx xx.x #34 ? xx.x x.xxx xx.x A 4.1 0.354 3.3 A 4.2 0.381 +0.027 3.3 +0.0 ? xx.x x.xxx xx.x #35 ? xx.x x.xxx xx.x D 41.5 0.705 44.1 D 42.2 0.728 +0.023 45.2 +1.1 ? xx.x x.xxx xx.x #36 ? xx.x x.xxx xx.x C+ 22.8 0.411 19.7 C+ 22.5 0.435 +0.024 19.3 -0.4 ? xx.x x.xxx xx.x #37 ? xx.x x.xxx xx.x C+ 21.6 0.468 21.4 C+ 20.2 0.517 +0.048 20.0 -1.5 ? xx.x x.xxx xx.x #38 ? xx.x x.xxx xx.x D 43.2 0.761 47.8 D 43.8 0.788 +0.026 49.5 +1.7 ? xx.x x.xxx xx.x #39 ? xx.x x.xxx xx.x C 24.5 0.396 27.8 C 24.8 0.427 +0.032 27.6 -0.2 ? xx.x x.xxx xx.x #40 ? xx.x x.xxx xx.x B- 18.3 0.442 20.3 B- 18.5 0.494 +0.053 20.6 +0.3 ? xx.x x.xxx xx.x #41 ? xx.x x.xxx xx.x C 31.3 0.403 34.5 C- 34.5 0.588 +0.185 38.6 +4.1 ? xx.x x.xxx xx.x #42 ? xx.x x.xxx xx.x D 42.8 0.614 43.8 D 44.2 0.722 +0.108 46.9 +3.1 ? xx.x x.xxx xx.x #43 ? xx.x x.xxx xx.x D 40.5 0.627 49.4 E 72.0 0.695 +0.069 97.3 +47.9 ? xx.x x.xxx xx.x #44 ? xx.x x.xxx xx.x D- 52.7 0.495 62.3 E+ 56.4 0.522 +0.027 66.7 +4.4 ? xx.x x.xxx xx.x #45 ? xx.x x.xxx xx.x C 24.0 0.363 23.9 C 24.9 0.393 +0.030 24.6 +0.7 ? xx.x x.xxx xx.x #46 ? xx.x x.xxx xx.x C 25.4 0.603 26.1 C 25.9 0.658 +0.055 27.1 +1.0 ? xx.x x.xxx xx.x #47 ? xx.x x.xxx xx.x C 27.1 0.724 28.8 C 30.5 0.786 +0.062 32.9 +4.2 ? xx.x x.xxx xx.x #48 ? xx.x x.xxx xx.x E 66.3 0.790 71.9 E 69.3 0.748 -0.042 78.6 +6.7 ? xx.x x.xxx xx.x #49 ? xx.x x.xxx xx.x D 44.5 0.578 53.5 D 45.2 0.593 +0.014 53.7 +0.1 ? xx.x x.xxx xx.x #50 ? xx.x x.xxx xx.x C 28.0 0.585 23.8 C 29.0 0.622 +0.037 24.5 +0.7 ? xx.x x.xxx xx.x #51 ? xx.x x.xxx xx.x C 30.2 0.829 21.2 C 30.9 0.856 +0.027 22.5 +1.3 ? xx.x x.xxx xx.x #52 ? xx.x x.xxx xx.x B 16.6 0.559 6.8 B 16.7 0.573 +0.014 6.9 +0.1 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:30:32 2018 Page 1-3 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Existing PM Existing PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #53 ? xx.x x.xxx xx.x D- 54.2 0.658 56.7 E+ 56.2 0.666 +0.008 56.8 +0.1 ? xx.x x.xxx xx.x #54 ? xx.x x.xxx xx.x B 14.7 0.397 5.2 B 14.7 0.424 +0.026 5.2 -0.1 ? xx.x x.xxx xx.x #55 ? xx.x x.xxx xx.x D 46.7 0.597 53.0 D 46.9 0.622 +0.025 53.1 +0.1 ? xx.x x.xxx xx.x #56 ? xx.x x.xxx xx.x D 45.7 0.425 51.7 D 46.7 0.431 +0.006 51.4 -0.2 ? xx.x x.xxx xx.x #57 ? xx.x x.xxx xx.x D+ 37.8 0.832 45.7 D+ 38.3 0.857 +0.025 47.1 +1.5 ? xx.x x.xxx xx.x #58 ? xx.x x.xxx xx.x C 26.7 0.647 29.2 C 26.9 0.667 +0.019 29.5 +0.3 ? xx.x x.xxx xx.x #59 ? xx.x x.xxx xx.x B- 18.5 0.502 27.4 B- 18.7 0.522 +0.020 27.8 +0.3 ? xx.x x.xxx xx.x #60 ? xx.x x.xxx xx.x D 46.3 0.647 48.7 D 47.5 0.668 +0.022 50.6 +1.9 ? xx.x x.xxx xx.x #61 ? xx.x x.xxx xx.x C+ 22.7 0.459 23.0 C 23.0 0.482 +0.023 23.4 +0.5 ? xx.x x.xxx xx.x #62 ? xx.x x.xxx xx.x C+ 21.1 0.266 24.3 C+ 21.6 0.290 +0.025 24.9 +0.6 ? xx.x x.xxx xx.x #63 ? xx.x x.xxx xx.x D+ 37.1 0.538 38.4 D+ 37.2 0.547 +0.009 38.4 +0.0 ? xx.x x.xxx xx.x #64 ? xx.x x.xxx xx.x B 17.1 0.264 16.3 C 27.9 0.713 +0.449 28.7 +12.4 ? xx.x x.xxx xx.x #65 ? xx.x x.xxx xx.x E 71.5 0.992 89.9 E 74.1 1.016 +0.024 94.9 +5.0 ? xx.x x.xxx xx.x #66 ? xx.x x.xxx xx.x E+ 55.1 0.823 64.0 E+ 57.8 0.843 +0.020 68.9 +4.9 ? xx.x x.xxx xx.x #67 ? xx.x x.xxx xx.x C 29.2 0.451 33.0 C 29.9 0.470 +0.019 32.6 -0.3 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Final Vol: Lanes: Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 468*** 42 960 1 0 0 1 2 Vol Cnt Date: 1/10/2018 Cycle Time (sec): 140 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include 0 0 37.5 0 31.7 1167*** 3 C 1 245 0 0 Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 468*** 42 960 1 0 0 1 2 Vol Cnt Date: 1/10/2018 Cycle Time (sec): 140 Loss Time (sec): 9 Critical V/C: 0.555 Avg Crit Del (sec/veh): 37.5 Avg Delay (sec/veh): 31.7 LOS: C t 0 0 0 0 0 0 0 0 Signal=Spl iURights=l ncl u d e Signal=Protect Rights=Ignore Lanes: Final Vol: 0 0 0 2 687 0 2 201 *** Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 960 42 468 0 1167 245 201 687 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 960 42 468 0 1167 245 201 687 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 960 42 468 0 1167 245 201 687 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 960 42 468 0 1167 245 201 687 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.86 0.95 0.92 0.92 1.00 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 2.88 0.12 1.00 0.00 3.28 0.72 2.00 2.00 0.00 Final Sat.: 0 0 0 4741 207 1750 0 6197 1301 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.20 0.20 0.27 0.00 0.19 0.19 0.06 0.18 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 67.4 67.4 67.4 0.0 47.5 47.5 16.1 63.6 0.0 Volume/Cap: 0.00 0.00 0.00 0.42 0.42 0.56 0.00 0.56 0.56 0.56 0.40 0.00 Delay/Veh: 0.0 0.0 0.0 23.7 23.7 26.5 0.0 37.9 37.9 60.5 25.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 23.7 23.7 26.5 0.0 37.9 37.9 60.5 25.6 0.0 LOS by Move: A A A C C C A D+ D+ E C A HCM2k95thQ: 0 0 0 19 19 27 0 18 18 9 10 0 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Signal=Spl it/Rights=l ncl u d e Final Vol: 468*** 42 1019 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 140 0 0 0 0 Loss Time (sec): 9 0 0 1224*** 3 Critical V/C: 0.563 2 756 1 Avg Crit Del (sec/veh): 37.3 0 245 0 Avg Delay (sec/veh): 31.7 2 201 *'* LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 960 42 468 0 1167 245 201 687 0 Added Vol: 0 0 0 59 0 0 0 57 0 0 69 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1019 42 468 0 1224 245 201 756 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 1019 42 468 0 1224 245 201 756 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1019 42 468 0 1224 245 201 756 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 1019 42 468 0 1224 245 201 756 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 0.95 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 2.89 0.11 1.00 0.00 3.31 0.69 2.00 2.00 0.00 Final Sat.: 0 0 0 4753 196 1750 0 6247 1250 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.21 0.21 0.27 0.00 0.20 0.20 0.06 0.20 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 66.5 66.5 66.5 0.0 48.7 48.7 15.9 64.5 0.0 Volume/Cap: 0.00 0.00 0.00 0.45 0.45 0.56 0.00 0.56 0.56 0.56 0.43 0.00 Delay/Veh: 0.0 0.0 0.0 24.7 24.7 27.3 0.0 37.3 37.3 60.9 25.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 24.7 24.7 27.3 0.0 37.3 37.3 60.9 25.6 0.0 LOS by Move: A A A C C C A D+ D+ E C A HCM2k95thQ: 0 0 0 21 21 27 0 19 19 9 11 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 148 61*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 140 465 2 1 0 Loss Time (sec): 9 0 0 1588*** 3 Critical V/C: 0.594 3 649 0 � Avg Crit Del (sec/veh): 22.3 � 0 0 0 Avg Delay (sec/veh): 27.1 0 0*** LOS: C t Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 405 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 183 0 405 61 148 0 465 1588 0 0 649 572 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 183 0 405 61 148 0 465 1588 0 0 649 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 405 61 148 0 465 1588 0 0 649 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 183 0 405 61 148 0 465 1588 0 0 649 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.47 0.00 1.53 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 831 0 2669 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.15 0.06 0.06 0.00 0.15 0.28 0.00 0.00 0.11 0.00 Crit Moves: **** **** **** **** Green Time: 52.0 0.0 52.0 13.3 13.3 0.0 37.1 65.7 0.0 0.0 28.6 0.0 Volume/Cap: 0.59 0.00 0.41 0.59 0.59 0.00 0.56 0.59 0.00 0.00 0.56 0.00 Delay/Veh: 36.5 0.0 32.8 63.5 63.5 0.0 34.5 11.6 0.0 0.0 42.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 36.5 0.0 32.8 63.5 63.5 0.0 34.5 11.6 0.0 0.0 42.0 0.0 LOS by Move: D+ A C- E E A C- B+ A A D A HCM2k95thQ: 26 0 17 10 10 0 16 17 0 0 14 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 148 61*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 140 465 2 1 0 Loss Time (sec): 9 0 0 1704*** 3 Critical V/C: 0.615 3 718 0 Avg Crit Del (sec/veh): 21.3 0 0 0 Avg Delay (sec/veh): 26.2 0 0*** LOS: C t Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 405 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 0 0 0 0 0 116 0 0 69 90 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 183 0 405 61 148 0 465 1704 0 0 718 662 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 183 0 405 61 148 0 465 1704 0 0 718 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 405 61 148 0 465 1704 0 0 718 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 183 0 405 61 148 0 465 1704 0 0 718 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.47 0.00 1.53 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 831 0 2669 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.15 0.06 0.06 0.00 0.15 0.30 0.00 0.00 0.13 0.00 Crit Moves: **** **** **** **** Green Time: 50.1 0.0 50.1 12.9 12.9 0.0 36.7 68.0 0.0 0.0 31.3 0.0 Volume/Cap: 0.62 0.00 0.42 0.62 0.62 0.00 0.56 0.62 0.00 0.00 0.56 0.00 Delay/Veh: 38.2 0.0 34.2 64.6 64.6 0.0 35.0 10.2 0.0 0.0 39.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.2 0.0 34.2 64.6 64.6 0.0 35.0 10.2 0.0 0.0 39.6 0.0 LOS by Move: D+ A C- E E A D+ B+ A A D A HCM2k95thQ: 26 0 17 10 10 0 16 18 0 0 15 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 183 494 285*** Lanes: 0 1 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 363*** 1 0 134 Loss Time (sec): 12 0 1 1068 2 Critical V/C: 0.795 2 814*** 1 Avg Crit Del (sec/veh): 51.4 0 306 0 Avg Delay (sec/veh): 46.7 2 409 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 200 383*** 310 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 383 310 285 494 183 363 1068 306 409 814 134 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 200 383 310 285 494 183 363 1068 306 409 814 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 383 310 285 494 183 363 1068 306 409 814 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 383 310 285 494 183 363 1068 306 409 814 134 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.83 0.99 0.95 Lanes: 1.00 1.08 0.92 1.00 1.44 0.56 1.00 2.31 0.69 2.00 2.56 0.44 Final Sat.: 1750 2044 1654 1750 2699 1000 1750 4351 1247 3150 4807 791 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.19 0.19 0.16 0.18 0.18 0.21 0.25 0.25 0.13 0.17 0.17 Crit Moves **** **** **** **** Green Time: 23.7 33.0 33.0 28.7 38.0 38.0 36.5 43.4 43.4 22.9 29.8 29.8 Volume/Cap: 0.67 0.80 0.80 0.80 0.67 0.67 0.80 0.79 0.79 0.79 0.80 0.80 Delay/Veh: 60.6 55.4 55.4 64.5 47.4 47.4 46.3 33.5 33.5 57.1 46.6 46.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.6 55.4 55.4 64.5 47.4 47.4 46.3 33.5 33.5 57.1 46.6 46.6 LOS by Move: E E+ E+ E D D D C- C- E+ D D HCM2k95thQ: 18 28 28 26 25 25 26 29 29 19 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 183 494 300*** Lanes: 0 1 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 363*** 1 0 156 Loss Time (sec): 12 0 1 1184 2 Critical V/C: 0.841 2 973*** 1 Avg Crit Del (sec/veh): 53.3 0 306 0 Avg Delay (sec/veh): 47.7 2 418 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 200 383*** 315 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 383 310 285 494 183 363 1068 306 409 814 134 Added Vol: 0 0 5 15 0 0 0 116 0 9 159 22 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 200 383 315 300 494 183 363 1184 306 418 973 156 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 383 315 300 494 183 363 1184 306 418 973 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 383 315 300 494 183 363 1184 306 418 973 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 383 315 300 494 183 363 1184 306 418 973 156 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 0.98 0.95 0.92 0.99 0.95 0.83 0.99 0.95 Lanes: 1.00 1.07 0.93 1.00 1.44 0.56 1.00 2.36 0.64 2.00 2.57 0.43 Final Sat.: 1750 2029 1669 1750 2699 1000 1750 4448 1150 3150 4825 774 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.19 0.19 0.17 0.18 0.18 0.21 0.27 0.27 0.13 0.20 0.20 Crit Moves **** **** **** **** Green Time: 23.0 31.4 31.4 28.5 36.9 36.9 34.5 45.4 45.4 22.6 33.6 33.6 Volume/Cap: 0.69 0.84 0.84 0.84 0.69 0.69 0.84 0.82 0.82 0.82 0.84 0.84 Delay/Veh: 62.3 59.7 59.7 69.8 48.7 48.7 53.0 32.7 32.7 59.6 45.0 45.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.3 59.7 59.7 69.8 48.7 48.7 53.0 32.7 32.7 59.6 45.0 45.0 LOS by Move: E E+ E+ E D D D- C- C- E+ D D HCM2k95thQ: 18 30 30 28 25 25 27 31 31 19 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-7 0 1 370*** 1 Critical V/C: 0.754 0 261 1 � Avg Crit Del (sec/veh): 45.7 � 0 169 0 Avg Delay (sec/veh): 43.7 2 368*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 173*** 862 299 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 862 299 116 1957 173 117 370 169 368 261 57 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 173 862 299 116 1957 173 117 370 169 368 261 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 862 299 116 1957 173 117 370 169 368 261 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 862 299 116 1957 173 117 370 169 368 261 57 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.20 0.80 2.00 2.75 0.25 1.00 1.36 0.64 2.00 0.82 0.18 Final Sat.: 3150 4156 1442 3150 5145 455 1750 2539 1160 3150 1477 323 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.21 0.21 0.04 0.38 0.38 0.07 0.15 0.15 0.12 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 11.6 76.2 76.2 16.1 80.7 80.7 15.3 30.9 30.9 24.8 40.4 40.4 Volume/Cap: 0.75 0.44 0.44 0.37 0.75 0.75 0.70 0.75 0.75 0.75 0.70 0.70 Delay/Veh: 86.0 27.8 27.8 67.9 32.9 32.9 82.5 65.5 65.5 71.3 59.1 59.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 86.0 27.8 27.8 67.9 32.9 32.9 82.5 65.5 65.5 71.3 59.1 59.1 LOS by Move: F C C E C- C- F E E E E+ E+ HCM2k95thQ: 10 22 22 6 46 46 14 25 25 21 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 173 1957*** 116 Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 117 1 0 57 Loss Time (sec): 12 0 1 370*** 1 Critical V/C: 0.754 0 261 1 � Avg Crit Del (sec/veh): 45.7 � 0 169 0 Avg Delay (sec/veh): 43.7 2 368*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 173*** 862 299 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 862 299 116 1957 173 117 370 169 368 261 57 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 173 862 299 116 1957 173 117 370 169 368 261 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 862 299 116 1957 173 117 370 169 368 261 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 862 299 116 1957 173 117 370 169 368 261 57 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.20 0.80 2.00 2.75 0.25 1.00 1.36 0.64 2.00 0.82 0.18 Final Sat.: 3150 4156 1442 3150 5145 455 1750 2539 1160 3150 1477 323 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.21 0.21 0.04 0.38 0.38 0.07 0.15 0.15 0.12 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 11.6 76.2 76.2 16.1 80.7 80.7 15.3 30.9 30.9 24.8 40.4 40.4 Volume/Cap: 0.75 0.44 0.44 0.37 0.75 0.75 0.70 0.75 0.75 0.75 0.70 0.70 Delay/Veh: 86.0 27.8 27.8 67.9 32.9 32.9 82.5 65.5 65.5 71.3 59.1 59.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 86.0 27.8 27.8 67.9 32.9 32.9 82.5 65.5 65.5 71.3 59.1 59.1 LOS by Move: F C C E C- C- F E E E E+ E+ HCM2k95thQ: 10 22 22 6 46 46 14 25 25 21 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-8 0 1 370*** 1 Critical V/C: 0.773 0 261 1 Avg Crit Del (sec/veh): 46.5 0 177 0 Avg Delay (sec/veh): 44.1 2 376*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 183*** 924 309 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 862 299 116 1957 173 117 370 169 368 261 57 Added Vol: 10 62 10 0 52 0 0 0 8 8 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 183 924 309 116 2009 173 117 370 177 376 261 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 924 309 116 2009 173 117 370 177 376 261 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 924 309 116 2009 173 117 370 177 376 261 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 924 309 116 2009 173 117 370 177 376 261 57 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.22 0.78 2.00 2.75 0.25 1.00 1.34 0.66 2.00 0.82 0.18 Final Sat.: 3150 4195 1403 3150 5155 444 1750 2502 1197 3150 1477 323 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.22 0.22 0.04 0.39 0.39 0.07 0.15 0.15 0.12 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 12.0 77.3 77.3 15.4 80.7 80.7 15.2 30.6 30.6 24.7 40.1 40.1 Volume/Cap: 0.77 0.46 0.46 0.38 0.77 0.77 0.70 0.77 0.77 0.77 0.70 0.70 Delay/Veh: 87.2 27.5 27.5 68.7 33.6 33.6 83.1 66.7 66.7 72.5 59.5 59.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.2 27.5 27.5 68.7 33.6 33.6 83.1 66.7 66.7 72.5 59.5 59.5 LOS by Move: F C C E C- C- F E E E E+ E+ HCM2k95thQ: 11 23 23 6 48 48 14 26 26 22 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 173 2009*** 116 Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 117 1 0 57 Loss Time (sec): 12 0 1 370*** 1 Critical V/C: 0.773 0 261 1 Avg Crit Del (sec/veh): 46.5 0 177 0 Avg Delay (sec/veh): 44.1 2 376*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 183*** 924 309 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 862 299 116 1957 173 117 370 169 368 261 57 Added Vol: 10 62 10 0 52 0 0 0 8 8 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 183 924 309 116 2009 173 117 370 177 376 261 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 924 309 116 2009 173 117 370 177 376 261 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 924 309 116 2009 173 117 370 177 376 261 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 924 309 116 2009 173 117 370 177 376 261 57 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.22 0.78 2.00 2.75 0.25 1.00 1.34 0.66 2.00 0.82 0.18 Final Sat.: 3150 4195 1403 3150 5155 444 1750 2502 1197 3150 1477 323 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.22 0.22 0.04 0.39 0.39 0.07 0.15 0.15 0.12 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 12.0 77.3 77.3 15.4 80.7 80.7 15.2 30.6 30.6 24.7 40.1 40.1 Volume/Cap: 0.77 0.46 0.46 0.38 0.77 0.77 0.70 0.77 0.77 0.77 0.70 0.70 Delay/Veh: 87.2 27.5 27.5 68.7 33.6 33.6 83.1 66.7 66.7 72.5 59.5 59.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.2 27.5 27.5 68.7 33.6 33.6 83.1 66.7 66.7 72.5 59.5 59.5 LOS by Move: F C C E C- C- F E E E E+ E+ HCM2k95thQ: 11 23 23 6 48 48 14 26 26 22 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-9 0 0 907*** 2 Critical V/C: 0.760 2 437 1 Avg Crit Del (sec/veh): 45.3 0 195 0 Avg Delay (sec/veh): 46.6 2 185*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 186*** 998 245 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 998 245 348 1867 307 286 907 195 185 437 99 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 186 998 245 348 1867 307 286 907 195 185 437 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 998 245 348 1867 307 286 907 195 185 437 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 998 245 348 1867 307 286 907 195 185 437 99 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.39 0.61 2.00 2.56 0.44 2.00 2.45 0.55 2.00 2.00 1.00 Final Sat.: 3150 4495 1103 3150 4808 791 3150 4608 991 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.22 0.22 0.11 0.39 0.39 0.09 0.20 0.20 0.06 0.12 0.06 Crit Moves: **** **** **** **** Green Time: 12.4 62.9 62.9 31.3 81.8 81.8 23.7 41.4 41.4 12.4 30.1 61.4 Volume/Cap: 0.76 0.56 0.56 0.56 0.76 0.76 0.61 0.76 0.76 0.76 0.61 0.15 Delay/Veh: 85.3 38.2 38.2 59.4 32.5 32.5 66.2 57.1 57.1 85.4 61.2 32.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 85.3 38.2 38.2 59.4 32.5 32.5 66.2 57.1 57.1 85.4 61.2 32.3 LOS by Move: F D+ D+ E+ C- C- E E+ E+ F E C- HCM2k95thQ: 11 27 27 16 45 45 16 31 31 11 18 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 307 1867*** 348 Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 286 2 1 99 Loss Time (sec): 12 0 0 907*** 2 Critical V/C: 0.760 2 437 1 Avg Crit Del (sec/veh): 45.3 0 195 0 Avg Delay (sec/veh): 46.6 2 185*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 186*** 998 245 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 998 245 348 1867 307 286 907 195 185 437 99 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 186 998 245 348 1867 307 286 907 195 185 437 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 998 245 348 1867 307 286 907 195 185 437 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 998 245 348 1867 307 286 907 195 185 437 99 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.39 0.61 2.00 2.56 0.44 2.00 2.45 0.55 2.00 2.00 1.00 Final Sat.: 3150 4495 1103 3150 4808 791 3150 4608 991 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.22 0.22 0.11 0.39 0.39 0.09 0.20 0.20 0.06 0.12 0.06 Crit Moves: **** **** **** **** Green Time: 12.4 62.9 62.9 31.3 81.8 81.8 23.7 41.4 41.4 12.4 30.1 61.4 Volume/Cap: 0.76 0.56 0.56 0.56 0.76 0.76 0.61 0.76 0.76 0.76 0.61 0.15 Delay/Veh: 85.3 38.2 38.2 59.4 32.5 32.5 66.2 57.1 57.1 85.4 61.2 32.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 85.3 38.2 38.2 59.4 32.5 32.5 66.2 57.1 57.1 85.4 61.2 32.3 LOS by Move: F D+ D+ E+ C- C- E E+ E+ F E C- HCM2k95thQ: 11 27 27 16 45 45 16 31 31 11 18 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-10 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 907*** 2 Critical V/C: 0.776 2 437 1 Avg Crit Del (sec/veh): 46.1 0 202 0 Avg Delay (sec/veh): 47.1 2 185*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 202*** 1055 245 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 998 245 348 1867 307 286 907 195 185 437 99 Added Vol: 16 57 0 21 46 0 0 0 7 0 0 24 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 1055 245 369 1913 307 286 907 202 185 437 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 1055 245 369 1913 307 286 907 202 185 437 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 1055 245 369 1913 307 286 907 202 185 437 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 202 1055 245 369 1913 307 286 907 202 185 437 123 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.41 0.59 2.00 2.57 0.43 2.00 2.43 0.57 2.00 2.00 1.00 Final Sat.: 3150 4543 1055 3150 4825 774 3150 4579 1020 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.23 0.23 0.12 0.40 0.40 0.09 0.20 0.20 0.06 0.12 0.07 Crit Moves: **** **** **** **** Green Time: 13.2 63.2 63.2 31.9 81.8 81.8 23.4 40.9 40.9 12.1 29.6 61.5 Volume/Cap: 0.78 0.59 0.59 0.59 0.78 0.78 0.62 0.78 0.78 0.78 0.62 0.18 Delay/Veh: 85.5 38.6 38.6 59.6 33.1 33.1 66.8 58.0 58.0 87.3 61.8 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 85.5 38.6 38.6 59.6 33.1 33.1 66.8 58.0 58.0 87.3 61.8 32.8 LOS by Move: F D+ D+ E+ C- C- E E+ E+ F E C- HCM2k95thQ: 12 29 29 17 47 47 16 32 32 11 18 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 307 1913*** 369 Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 286 2 1 123 0 Loss Time (sec): 12 0 907*** 2 Critical V/C: 0.776 2 437 1 Avg Crit Del (sec/veh): 46.1 0 202 0 Avg Delay (sec/veh): 47.1 2 185*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 202*** 1055 245 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 998 245 348 1867 307 286 907 195 185 437 99 Added Vol: 16 57 0 21 46 0 0 0 7 0 0 24 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 1055 245 369 1913 307 286 907 202 185 437 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 1055 245 369 1913 307 286 907 202 185 437 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 1055 245 369 1913 307 286 907 202 185 437 123 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 202 1055 245 369 1913 307 286 907 202 185 437 123 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.41 0.59 2.00 2.57 0.43 2.00 2.43 0.57 2.00 2.00 1.00 Final Sat.: 3150 4543 1055 3150 4825 774 3150 4579 1020 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.23 0.23 0.12 0.40 0.40 0.09 0.20 0.20 0.06 0.12 0.07 Crit Moves: **** **** **** **** Green Time: 13.2 63.2 63.2 31.9 81.8 81.8 23.4 40.9 40.9 12.1 29.6 61.5 Volume/Cap: 0.78 0.59 0.59 0.59 0.78 0.78 0.62 0.78 0.78 0.78 0.62 0.18 Delay/Veh: 85.5 38.6 38.6 59.6 33.1 33.1 66.8 58.0 58.0 87.3 61.8 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 85.5 38.6 38.6 59.6 33.1 33.1 66.8 58.0 58.0 87.3 61.8 32.8 LOS by Move: F D+ D+ E+ C- C- E E+ E+ F E C- HCM2k95thQ: 12 29 29 17 47 47 16 32 32 11 18 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 81 1977*** 120 Lanes: 0 1 4 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 165 12 0 1 24 Loss Time (sec): 9 0 0 15*** 11 Critical V/C: 0.446 0 7 0 � Avg Crit Del (sec/veh): 7.3 � 1 27 0 Avg Delay (sec/veh): 10.7 0 12 LOS: B+ t Lanes: 1 0 2 1 0 Final Vol: 40*** 1458 43 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 40 1458 43 120 1977 81 12 15 27 12 7 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 1458 43 120 1977 81 12 15 27 12 7 24 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 1458 43 120 1977 81 12 15 27 12 7 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 1458 43 120 1977 81 12 15 27 12 7 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 1458 43 120 1977 81 12 15 27 12 7 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 1458 43 120 1977 81 12 15 27 12 7 24 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.91 0.09 1.00 2.88 0.12 0.22 0.28 0.50 0.63 0.37 1.00 Final Sat.: 1750 5439 160 1750 5379 220 389 486 875 1137 663 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.27 0.27 0.07 0.37 0.37 0.03 0.03 0.03 0.01 0.01 0.01 Crit Moves: **** **** **** Green Time: 8.5 115 115.1 29.5 136 136.1 11.4 11.4 11.4 11.4 11.4 40.9 Volume/Cap: 0.45 0.38 0.38 0.38 0.45 0.45 0.45 0.45 0.45 0.15 0.15 0.06 Delay/Veh: 79.5 10.4 10.4 60.6 4.1 4.1 76.3 76.3 76.3 72.8 72.8 47.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.5 10.4 10.4 60.6 4.1 4.1 76.3 76.3 76.3 72.8 72.8 47.4 LOS by Move: E- B+ B+ E A A E- E- E- E E D HCM2k95thQ: 4 19 19 ll 18 18 7 7 7 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 81 2031*'* 120 Lanes: 0 1 4 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 165 12 0 1 24 Loss Time (sec): 9 0 0 15... 11 Critical V/C: 0.456 0 7 0 � Avg Crit Del (sec/veh): 7.2 � 1 27 0 Avg Delay (sec/veh): 10.5 0 12 LOS: B+ t Lanes: 1 0 2 1 0 Final Vol: 40- 1531 43 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 40 1458 43 120 1977 81 12 15 27 12 7 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 1458 43 120 1977 81 12 15 27 12 7 24 Added Vol: 0 73 0 0 54 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 1531 43 120 2031 81 12 15 27 12 7 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 1531 43 120 2031 81 12 15 27 12 7 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 1531 43 120 2031 81 12 15 27 12 7 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 1531 43 120 2031 81 12 15 27 12 7 24 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.92 0.08 1.00 2.88 0.12 0.22 0.28 0.50 0.63 0.37 1.00 Final Sat.: 1750 5447 153 1750 5385 215 389 486 875 1137 663 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.28 0.28 0.07 0.38 0.38 0.03 0.03 0.03 0.01 0.01 0.01 Crit Moves: **** **** **** Green Time: 8.3 116 116.4 28.4 137 136.6 11.2 11.2 11.2 11.2 11.2 39.6 Volume/Cap: 0.46 0.40 0.40 0.40 0.46 0.46 0.46 0.46 0.46 0.16 0.16 0.06 Delay/Veh: 79.9 10.0 10.0 61.6 4.0 4.0 76.8 76.8 76.8 73.1 73.1 48.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.9 10.0 10.0 61.6 4.0 4.0 76.8 76.8 76.8 73.1 73.1 48.4 LOS by Move: E- B+ B+ E A A E- E- E- E E D HCM2k95thQ: 4 20 20 ll 18 18 7 7 7 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 202 1805*** 164 Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 175 64 0 1 45 Loss Time (sec): 9 1 0 90*** 0 Critical V/C: 0.560 0 50 0 � Avg Crit Del (sec/veh): 24.9 � 1 42 1 Avg Delay (sec/veh): 25.9 0 36 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 152*** 1394 100 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 152 1394 100 164 1805 202 64 90 42 36 50 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1394 100 164 1805 202 64 90 42 36 50 45 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 152 1394 100 164 1805 202 64 90 42 36 50 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 1394 100 164 1805 202 64 90 42 36 50 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 1394 100 164 1805 202 64 90 42 36 50 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 1394 100 164 1805 202 64 90 42 36 50 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.79 0.21 1.00 2.69 0.31 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5225 375 1750 5036 564 748 1052 1750 753 1047 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.27 0.27 0.09 0.36 0.36 0.09 0.09 0.02 0.05 0.05 0.03 Crit Moves: **** **** **** Green Time: 27.2 103 103.1 36.2 112 112.1 26.8 26.8 53.9 26.8 26.8 62.9 Volume/Cap: 0.56 0.45 0.45 0.45 0.56 0.56 0.56 0.56 0.08 0.31 0.31 0.07 Delay/Veh: 71.0 20.3 20.3 61.6 17.8 17.8 71.3 71.3 43.0 66.6 66.6 36.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.0 20.3 20.3 61.6 17.8 17.8 71.3 71.3 43.0 66.6 66.6 36.9 LOS by Move: E C+ C+ E B B E E D E E D+ HCM2k95thQ: 15 26 26 15 34 34 16 16 3 9 9 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Page 2-14 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 9 1 0 90*** o Critical V/C: 0.570 0 50 0 � Avg Crit Del (sec/veh): 24.6 � 1 42 1 Avg Delay (sec/veh): 25.5 0 36 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 152*** 1467 100 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 152 1394 100 164 1805 202 64 90 42 36 50 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1394 100 164 1805 202 64 90 42 36 50 45 Added Vol: 0 73 0 0 54 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 152 1467 100 164 1859 202 64 90 42 36 50 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 1467 100 164 1859 202 64 90 42 36 50 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 1467 100 164 1859 202 64 90 42 36 50 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 1467 100 164 1859 202 64 90 42 36 50 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.80 0.20 1.00 2.70 0.30 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5242 357 1750 5050 549 748 1052 1750 753 1047 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.28 0.28 0.09 0.37 0.37 0.09 0.09 0.02 0.05 0.05 0.03 Crit Moves: **** **** **** Green Time: 26.7 105 104.7 35.1 113 113.0 26.3 26.3 53.0 26.3 26.3 61.3 Volume/Cap: 0.57 0.47 0.47 0.47 0.57 0.57 0.57 0.57 0.08 0.32 0.32 0.07 Delay/Veh: 71.8 19.7 19.7 62.7 17.6 17.6 72.0 72.0 43.7 67.0 67.0 37.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.8 19.7 19.7 62.7 17.6 17.6 72.0 72.0 43.7 67.0 67.0 37.9 LOS by Move: E B- B- E B B E E D E E D+ HCM2k95thQ: 15 27 27 15 35 35 16 16 3 9 9 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 202 1859*** 164 Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 175 64 0 1 45 Loss Time (sec): 9 1 0 90*** o Critical V/C: 0.570 0 50 0 � Avg Crit Del (sec/veh): 24.6 � 1 42 1 Avg Delay (sec/veh): 25.5 0 36 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 152*** 1467 100 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 152 1394 100 164 1805 202 64 90 42 36 50 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1394 100 164 1805 202 64 90 42 36 50 45 Added Vol: 0 73 0 0 54 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 152 1467 100 164 1859 202 64 90 42 36 50 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 1467 100 164 1859 202 64 90 42 36 50 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 1467 100 164 1859 202 64 90 42 36 50 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 1467 100 164 1859 202 64 90 42 36 50 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.80 0.20 1.00 2.70 0.30 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5242 357 1750 5050 549 748 1052 1750 753 1047 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.28 0.28 0.09 0.37 0.37 0.09 0.09 0.02 0.05 0.05 0.03 Crit Moves: **** **** **** Green Time: 26.7 105 104.7 35.1 113 113.0 26.3 26.3 53.0 26.3 26.3 61.3 Volume/Cap: 0.57 0.47 0.47 0.47 0.57 0.57 0.57 0.57 0.08 0.32 0.32 0.07 Delay/Veh: 71.8 19.7 19.7 62.7 17.6 17.6 72.0 72.0 43.7 67.0 67.0 37.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.8 19.7 19.7 62.7 17.6 17.6 72.0 72.0 43.7 67.0 67.0 37.9 LOS by Move: E B- B- E B B E E D E E D+ HCM2k95thQ: 15 27 27 15 35 35 16 16 3 9 9 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-15 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 191 2 0 1 2 0 0 790- 2 0 Vol Cnt Date: 5/11/2017 343 1 Rights=Include Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 138 1434 349- 0 1 2 0 2 Signal=Protect Vol Cnt Date: 5/11/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 165 Loss Time (sec): 12 1 Critical V/C: 0.859 1 510 Avg Crit Del (sec/veh): 54.6 0 Avg Delay (sec/veh): 41.0 2 326`*` LOS: D -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 507 1193 635`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 May 2017 << 05:00:00 PM Base Vol: 507 1193 635 349 1434 138 191 790 343 326 510 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 507 1193 635 349 1434 138 191 790 343 326 510 165 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 507 1193 635 349 1434 138 191 790 343 326 510 165 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 507 1193 635 349 1434 138 191 790 343 326 510 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 507 1193 635 349 1434 138 191 790 343 326 510 165 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 507 1193 635 349 1434 138 191 790 343 326 510 165 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 2.73 0.27 2.00 2.00 1.00 2.00 1.50 0.50 Final Sat.: 3150 5700 1750 3150 5108 492 3150 3800 1750 3150 2795 904 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.21 0.36 0.11 0.28 0.28 0.06 0.21 0.20 0.10 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 28.1 59.2 59.2 18.1 49.1 49.1 12.7 33.9 33.9 16.9 38.1 38.1 Volume/Cap: 0.80 0.50 0.86 0.86 0.80 0.80 0.67 0.86 0.81 0.86 0.67 0.67 Delay/Veh: 51.5 15.3 28.7 70.3 28.7 28.7 67.7 58.9 61.1 77.9 47.1 47.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.5 15.3 28.7 70.3 28.7 28.7 67.7 58.9 61.1 77.9 47.1 47.1 LOS by Move: D- B C E C C E E+ E E- D D HCM2k95thQ: 25 15 41 17 31 31 9 29 26 17 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-16 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 191 2 0 1 2 0 0 812- 2 0 Vol Cnt Date: 5/11/2017 363 1 Rights=Include Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 138 1459 378- 0 1 2 0 2 Signal=Protect Vol Cnt Date: 5/11/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 200 Loss Time (sec): 12 1 Critical V/C: 0.875 1 535 Avg Crit Del (sec/veh): 56.6 0 Avg Delay (sec/veh): 42.7 2 326 - LOS: D -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 532 1231 635`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 May 2017 << 05:00:00 PM Base Vol: 507 1193 635 349 1434 138 191 790 343 326 510 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 507 1193 635 349 1434 138 191 790 343 326 510 165 Added Vol: 25 38 0 29 25 0 0 22 20 0 25 35 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 532 1231 635 378 1459 138 191 812 363 326 535 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 532 1231 635 378 1459 138 191 812 363 326 535 200 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 532 1231 635 378 1459 138 191 812 363 326 535 200 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 532 1231 635 378 1459 138 191 812 363 326 535 200 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 2.73 0.27 2.00 2.00 1.00 2.00 1.44 0.56 Final Sat.: 3150 5700 1750 3150 5115 484 3150 3800 1750 3150 2692 1007 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.22 0.36 0.12 0.29 0.29 0.06 0.21 0.21 0.10 0.20 0.20 Crit Moves: **** **** **** **** Green Time: 28.7 58.1 58.1 19.2 48.5 48.5 11.9 34.2 34.2 16.6 38.9 38.9 Volume/Cap: 0.82 0.52 0.88 0.88 0.82 0.82 0.72 0.88 0.85 0.88 0.72 0.72 Delay/Veh: 52.4 16.4 31.4 70.7 30.0 30.0 71.3 60.2 65.3 80.7 48.0 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.4 16.4 31.4 70.7 30.0 30.0 71.3 60.2 65.3 80.7 48.0 48.0 LOS by Move: D- B C E C C E E E F D D HCM2k95thQ: 26 16 43 19 33 33 10 30 29 17 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-17 Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 05:00:00 PM Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 762 1616 0 0 1845 334 0 0 0 625 0 692 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 762 1616 0 0 1845 334 0 0 0 625 0 692 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 762 1616 0 0 1845 334 0 0 0 625 0 692 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.20 0.80 0.00 0.00 0.00 1.47 0.00 1.53 Final Sat.: 3150 5700 0 0 7956 1440 0 0 0 2580 0 2670 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.28 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.24 0.00 0.26 Crit Moves: **** **** **** Green Time: 43.2 84.7 0.0 0.0 41.4 41.4 0.0 0.0 0.0 46.3 0.0 46.3 Volume/Cap: 0.78 0.47 0.00 0.00 0.78 0.78 0.00 0.00 0.00 0.73 0.00 0.78 Delay/Veh: 35.2 0.1 0.0 0.0 34.0 34.0 0.0 0.0 0.0 42.9 0.0 44.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.2 0.1 0.0 0.0 34.0 34.0 0.0 0.0 0.0 42.9 0.0 44.8 LOS by Move: D+ A A A C- C- A A A D A D HCM2k95thQ: 28 2 0 0 30 30 0 0 0 31 0 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 334 1845*** 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 12/7/2017 Rights=Include Lanes: Final Vol: 0 0 Cycle Time (sec): 140 1 692*** 0 Loss Time (sec): 9 0 0 0 Critical V/C: 0.783 1! 0 0 Avg Crit Del (sec/veh): 37.6 0 0 0 Avg Delay (sec/veh): 27.1 1 625 LOS: C t Lanes: 2 0 3 0 0 Final Vol: 762*** 1616 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 05:00:00 PM Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 762 1616 0 0 1845 334 0 0 0 625 0 692 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 762 1616 0 0 1845 334 0 0 0 625 0 692 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 762 1616 0 0 1845 334 0 0 0 625 0 692 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.20 0.80 0.00 0.00 0.00 1.47 0.00 1.53 Final Sat.: 3150 5700 0 0 7956 1440 0 0 0 2580 0 2670 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.28 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.24 0.00 0.26 Crit Moves: **** **** **** Green Time: 43.2 84.7 0.0 0.0 41.4 41.4 0.0 0.0 0.0 46.3 0.0 46.3 Volume/Cap: 0.78 0.47 0.00 0.00 0.78 0.78 0.00 0.00 0.00 0.73 0.00 0.78 Delay/Veh: 35.2 0.1 0.0 0.0 34.0 34.0 0.0 0.0 0.0 42.9 0.0 44.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.2 0.1 0.0 0.0 34.0 34.0 0.0 0.0 0.0 42.9 0.0 44.8 LOS by Move: D+ A A A C- C- A A A D A D HCM2k95thQ: 28 2 0 0 30 30 0 0 0 31 0 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-18 Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 05:00:00 PM Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 79 57 0 0 45 0 0 0 0 0 0 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 841 1673 0 0 1890 334 0 0 0 625 0 698 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 841 1673 0 0 1890 334 0 0 0 625 0 698 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 841 1673 0 0 1890 334 0 0 0 625 0 698 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 841 1673 0 0 1890 334 0 0 0 625 0 698 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.22 0.78 0.00 0.00 0.00 1.47 0.00 1.53 Final Sat.: 3150 5700 0 0 7986 1411 0 0 0 2577 0 2673 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.27 0.29 0.00 0.00 0.24 0.24 0.00 0.00 0.00 0.24 0.00 0.26 Crit Moves: **** **** **** Green Time: 45.7 86.3 0.0 0.0 40.5 40.5 0.0 0.0 0.0 44.7 0.0 44.7 Volume/Cap: 0.82 0.48 0.00 0.00 0.82 0.82 0.00 0.00 0.00 0.76 0.00 0.82 Delay/Veh: 34.5 0.1 0.0 0.0 35.7 35.7 0.0 0.0 0.0 44.8 0.0 47.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 34.5 0.1 0.0 0.0 35.7 35.7 0.0 0.0 0.0 44.8 0.0 47.3 LOS by Move: C- A A A D+ D+ A A A D A D HCM2k95thQ: 31 1 0 0 32 32 0 0 0 32 0 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 334 1890*** 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 12/7/2017 Rights=Include Lanes: Final Vol: 0 0 Cycle Time (sec): 140 1 698*** 0 Loss Time (sec): 9 0 0 0 Critical V/C: 0.817 1! 0 0 Avg Crit Del (sec/veh): 39.0 0 0 0 Avg Delay (sec/veh): 28.0 1 625 LOS: C t Lanes: 2 0 3 0 0 Final Vol: 841*** 1673 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 05:00:00 PM Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 79 57 0 0 45 0 0 0 0 0 0 6 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 841 1673 0 0 1890 334 0 0 0 625 0 698 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 841 1673 0 0 1890 334 0 0 0 625 0 698 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 841 1673 0 0 1890 334 0 0 0 625 0 698 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 841 1673 0 0 1890 334 0 0 0 625 0 698 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.22 0.78 0.00 0.00 0.00 1.47 0.00 1.53 Final Sat.: 3150 5700 0 0 7986 1411 0 0 0 2577 0 2673 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.27 0.29 0.00 0.00 0.24 0.24 0.00 0.00 0.00 0.24 0.00 0.26 Crit Moves: **** **** **** Green Time: 45.7 86.3 0.0 0.0 40.5 40.5 0.0 0.0 0.0 44.7 0.0 44.7 Volume/Cap: 0.82 0.48 0.00 0.00 0.82 0.82 0.00 0.00 0.00 0.76 0.00 0.82 Delay/Veh: 34.5 0.1 0.0 0.0 35.7 35.7 0.0 0.0 0.0 44.8 0.0 47.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 34.5 0.1 0.0 0.0 35.7 35.7 0.0 0.0 0.0 44.8 0.0 47.3 LOS by Move: C- A A A D+ D+ A A A D A D HCM2k95thQ: 31 1 0 0 32 32 0 0 0 32 0 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 2102 428 - Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 12/7/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 369 1 0 0 Loss Time (sec): 9 0 0 26*"* 1! Critical V/C: 0.746 0 0 0 � Avg Crit Del (sec/veh): 39.4 � 0 507 1 Avg Delay (sec/veh): 18.0 0 0 LOS: B Lanes: 0 0 5 0 1 Final Vol: 0 1929 519`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 05:00:00 PM Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1929 519 428 2102 0 369 26 507 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1929 519 428 2102 0 369 26 507 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1929 519 428 2102 0 369 26 507 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.40 0.05 1.55 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2446 98 2706 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.30 0.14 0.37 0.00 0.15 0.27 0.19 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 55.7 55.7 25.5 81.2 0.0 49.8 49.8 49.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.51 0.75 0.75 0.64 0.00 0.42 0.75 0.53 0.00 0.00 0.00 Delay/Veh: 0.0 17.9 24.6 51.4 2.0 0.0 34.4 42.1 36.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 17.9 24.6 51.4 2.0 0.0 34.4 42.1 36.1 0.0 0.0 0.0 LOS by Move: A B C D- A A C- D D+ A A A HCM2k95thQ: 0 16 29 18 6 0 17 34 22 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 2143 432 - Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 12/7/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 369 1 0 0 Loss Time (sec): 9 0 0 26*"* 1! Critical V/C: 0.761 0 0 0 � Avg Crit Del (sec/veh): 40.0 � 0 552 1 Avg Delay (sec/veh): 18.9 0 0 LOS: 13 - Lanes: 0 0 5 0 1 Final Vol: 0 2065 519`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 7 Dec 2017 << 05:00:00 PM Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 136 0 4 41 0 0 0 45 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2065 519 432 2143 0 369 26 552 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2065 519 432 2143 0 369 26 552 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2065 519 432 2143 0 369 26 552 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2065 519 432 2143 0 369 26 552 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.38 0.05 1.57 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2414 94 2743 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.30 0.14 0.38 0.00 0.15 0.28 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 54.6 54.6 25.2 79.8 0.0 51.2 51.2 51.2 0.0 0.0 0.0 Volume/Cap: 0.00 0.56 0.76 0.76 0.66 0.00 0.42 0.76 0.55 0.00 0.00 0.00 Delay/Veh: 0.0 19.3 26.3 52.5 2.9 0.0 33.4 41.8 35.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 19.3 26.3 52.5 2.9 0.0 33.4 41.8 35.7 0.0 0.0 0.0 LOS by Move: A B- C D- A A C- D D+ A A A HCM2k95thQ: 0 18 30 18 9 0 17 35 23 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-21 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 189 2 0 1 3 0 0 942 3 0 Vol Cnt Date: 1/10/2018 374`"` 1 Rights=Include Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 350 1787*** 560 0 1 3 0 2 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 246 Loss Time (sec): 12 1 Critical V/C: 0.790 2 618 Avg Crit Del (sec/veh): 37.8 0 Avg Delay (sec/veh): 39.9 2 275*** LOS: D -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 430*** 729 218 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 430 729 218 560 1787 350 189 942 374 275 618 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 430 729 218 560 1787 350 189 942 374 275 618 246 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 430 729 218 560 1787 350 189 942 374 275 618 246 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 430 729 218 560 1787 350 189 942 374 275 618 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 430 729 218 560 1787 350 189 942 374 275 618 246 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 430 729 218 560 1787 350 189 942 374 275 618 246 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 1.00 0.95 Lanes: 2.00 3.00 1.00 2.00 3.32 0.68 2.00 3.00 1.00 2.00 2.11 0.89 Final Sat.: 3150 5700 1750 3150 6270 1228 3150 5700 1750 3150 4003 1594 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.13 0.12 0.18 0.29 0.29 0.06 0.17 0.21 0.09 0.15 0.15 Crit Moves: **** **** **** **** Green Time: 24.2 31.2 31.2 43.4 50.5 50.5 14.9 37.9 37.9 15.5 38.4 38.4 Volume/Cap: 0.79 0.57 0.56 0.57 0.79 0.79 0.56 0.61 0.79 0.79 0.56 0.56 Delay/Veh: 55.4 39.8 40.8 29.2 26.6 26.6 61.6 45.4 56.1 72.3 44.1 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.4 39.8 40.8 29.2 26.6 26.6 61.6 45.4 56.1 72.3 44.1 44.1 LOS by Move: E+ D D C C C E D E+ E D D HCM2k95thQ: 20 15 15 18 32 32 9 19 27 14 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-22 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 189 2 0 1 3 0 0 1077 3 0 Vol Cnt Date: 1/10/2018 374*** 1 Rights=Include Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 350 1787*** 646 0 1 3 0 2 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 382 Loss Time (sec): 12 1 Critical V/C: 0.861 2 808 Avg Crit Del (sec/veh): 45.5 0 Avg Delay (sec/veh): 45.2 2 480*** LOS: D -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 430*** 729 305 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 430 729 218 560 1787 350 189 942 374 275 618 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 430 729 218 560 1787 350 189 942 374 275 618 246 Added Vol: 0 0 87 86 0 0 0 135 0 205 190 136 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 430 729 305 646 1787 350 189 1077 374 480 808 382 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 430 729 305 646 1787 350 189 1077 374 480 808 382 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 430 729 305 646 1787 350 189 1077 374 480 808 382 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 430 729 305 646 1787 350 189 1077 374 480 808 382 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 1.00 0.95 Lanes: 2.00 3.00 1.00 2.00 3.32 0.68 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 6270 1228 3150 5700 1750 3150 3800 1797 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.13 0.17 0.21 0.29 0.29 0.06 0.19 0.21 0.15 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 22.2 31.5 31.5 37.0 46.3 46.3 13.1 34.7 34.7 24.8 46.4 46.4 Volume/Cap: 0.86 0.57 0.78 0.78 0.86 0.86 0.64 0.76 0.86 0.86 0.64 0.64 Delay/Veh: 64.4 39.5 50.4 40.8 32.7 32.7 65.9 51.3 66.3 68.9 40.5 40.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.4 39.5 50.4 40.8 32.7 32.7 65.9 51.3 66.3 68.9 40.5 40.5 LOS by Move: E D D D C- C- E D- E E D D HCM2k95thQ: 21 15 23 26 36 36 9 24 28 23 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #12: De Anza Boulevard / McClellan Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 103 2037*** 79 Lanes: 0 1 4 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 124 1 0 42*** Loss Time (sec): 12 1 1 122 0 Critical V/C: 0.963 0 112 0 � Avg Crit Del (sec/veh): 74.7 � 0 524*'* 1 Avg Delay (sec/veh): 64.2 2 214 LOS: E t Lanes: 1 0 2 1 0 Final Vol: 382*** 913 64 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 382 913 64 79 2037 103 124 122 524 214 112 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 913 64 79 2037 103 124 122 524 214 112 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 913 64 79 2037 103 124 122 524 214 112 42 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.80 0.20 1.00 3.80 0.20 1.02 0.98 1.00 2.00 0.73 0.27 Final Sat.: 1750 5233 367 1750 7138 361 1789 1760 1750 3150 1309 491 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.17 0.17 0.05 0.29 0.29 0.07 0.07 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 35.1 64.4 64.4 16.7 45.9 45.9 48.2 48.2 48.2 13.8 13.8 13.8 Volume/Cap: 0.96 0.42 0.42 0.42 0.96 0.96 0.22 0.22 0.96 0.76 0.96 0.96 Delay/Veh: 94.8 32.2 32.2 66.2 65.4 65.4 39.6 39.6 81.9 80.9 130 130.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 94.8 32.2 32.2 66.2 65.4 65.4 39.6 39.6 81.9 80.9 130 130.4 LOS by Move: F C- C- E E E D D F F F F HCM2k95thQ: 36 19 19 7 44 44 9 9 50 15 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #12: De Anza Boulevard / McClellan Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 103 2242*** 79 Lanes: 0 1 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 124 1 0 42*** Loss Time (sec): 12 1 1 122 0 Critical V/C: 0.993 0 112 0 Avg Crit Del (sec/veh): 80.1 0 524*'* 1 Avg Delay (sec/veh): 67.7 2 214 LOS: E t Lanes: 1 0 2 1 0 Final Vol: 382*** 1000 64 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 87 0 0 205 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 382 1000 64 79 2242 103 124 122 524 214 112 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1000 64 79 2242 103 124 122 524 214 112 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1000 64 79 2242 103 124 122 524 214 112 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1000 64 79 2242 103 124 122 524 214 112 42 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.81 0.19 1.00 3.82 0.18 1.02 0.98 1.00 2.00 0.73 0.27 Final Sat.: 1750 5263 337 1750 7170 329 1789 1760 1750 3150 1309 491 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.19 0.19 0.05 0.31 0.31 0.07 0.07 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 34.1 67.0 67.0 15.9 48.8 48.8 46.7 46.7 46.7 13.4 13.4 13.4 Volume/Cap: 0.99 0.44 0.44 0.44 0.99 0.99 0.23 0.23 0.99 0.79 0.99 0.99 Delay/Veh: 104.2 31.0 31.0 67.1 69.7 69.7 40.7 40.7 91.2 83.7 141 140.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.2 31.0 31.0 67.1 69.7 69.7 40.7 40.7 91.2 83.7 141 140.8 LOS by Move: F C C E E E D D F F F F HCM2k95thQ: 37 21 21 7 48 48 9 9 52 15 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 154 2075 702 - Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 91 2 1 284 Loss Time (sec): 12 0 0 106... 0 Critical V/C: 0.679 1 126 1 Avg Crit Del (sec/veh): 37.9 0 45 0 Avg Delay (sec/veh): 26.4 1 223`*` LOS: C Lanes: 1 0 2 1 0 Final Vol: 100 796... 249 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 100 796 249 702 2075 154 91 106 45 223 126 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 796 249 702 2075 154 91 106 45 223 126 284 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 100 796 249 702 2075 154 91 106 45 223 126 284 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 796 249 702 2075 154 91 106 45 223 126 284 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 796 249 702 2075 154 91 106 45 223 126 284 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 796 249 702 2075 154 91 106 45 223 126 284 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.26 0.74 2.00 3.71 0.29 2.00 0.70 0.30 1.00 1.00 1.00 Final Sat.: 1750 4264 1334 3150 6981 518 3150 1264 536 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.19 0.19 0.22 0.30 0.30 0.03 0.08 0.08 0.13 0.07 0.16 Crit Moves **** **** **** **** Green Time: 13.6 38.5 38.5 45.9 70.8 70.8 10.3 17.3 17.3 26.3 33.3 33.3 Volume/Cap: 0.59 0.68 0.68 0.68 0.59 0.59 0.39 0.68 0.68 0.68 0.28 0.68 Delay/Veh: 61.4 35.1 35.1 29.3 8.0 8.0 63.0 66.9 66.9 58.6 43.9 53.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.4 35.1 35.1 29.3 8.0 8.0 63.0 66.9 66.9 58.6 43.9 53.1 LOS by Move: E D+ D+ C A A E E E E+ D D- HCM2k95thQ: 9 22 22 22 13 13 5 15 15 18 8 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 159 2274 704 - Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 93 2 1 285 Loss Time (sec): 12 0 0 108... 0 Critical V/C: 0.699 1 131 1 Avg Crit Del (sec/veh): 37.9 0 45 0 Avg Delay (sec/veh): 25.7 1 225`*` LOS: C Lanes: 1 0 2 1 0 Final Vol: 100 880... 250 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 100 796 249 702 2075 154 91 106 45 223 126 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 796 249 702 2075 154 91 106 45 223 126 284 Added Vol: 0 84 1 2 199 5 2 2 0 2 5 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 100 880 250 704 2274 159 93 108 45 225 131 285 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 880 250 704 2274 159 93 108 45 225 131 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 880 250 704 2274 159 93 108 45 225 131 285 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 880 250 704 2274 159 93 108 45 225 131 285 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.31 0.69 2.00 3.73 0.27 2.00 0.71 0.29 1.00 1.00 1.00 Final Sat.: 1750 4359 1238 3150 7009 490 3150 1271 529 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.20 0.20 0.22 0.32 0.32 0.03 0.09 0.09 0.13 0.07 0.16 Crit Moves **** **** **** **** Green Time: 12.8 40.4 40.4 44.8 72.5 72.5 10.1 17.0 17.0 25.8 32.7 32.7 Volume/Cap: 0.63 0.70 0.70 0.70 0.63 0.63 0.41 0.70 0.70 0.70 0.29 0.70 Delay/Veh: 64.9 33.7 33.7 30.8 7.2 7.2 63.4 68.6 68.6 60.1 44.5 54.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.9 33.7 33.7 30.8 7.2 7.2 63.4 68.6 68.6 60.1 44.5 54.3 LOS by Move: E C- C- C A A E E E E D D- HCM2k95thQ: 9 23 23 22 14 14 6 15 15 18 9 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 258 2130*** 0 Lanes: 0 1 2 0 0 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 1 541 *** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.775 1! 0 0 � Avg Crit Del (sec/veh): 19.2 � 0 0 0 Avg Delay (sec/veh): 15.0 1 243 LOS: B t Lanes: 2 0 3 0 0 Final Vol: 352*** 863 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 352 863 0 0 2130 258 0 0 0 243 0 541 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 863 0 0 2130 258 0 0 0 243 0 541 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 863 0 0 2130 258 0 0 0 243 0 541 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.66 0.34 0.00 0.00 0.00 1.32 0.00 1.68 Final Sat.: 3150 5700 0 0 4994 605 0 0 0 2303 0 3031 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.15 0.00 0.00 0.43 0.43 0.00 0.00 0.00 0.11 0.00 0.18 Crit Moves: **** **** **** Green Time: 17.3 83.4 0.0 0.0 66.1 66.1 0.0 0.0 0.0 27.6 0.0 27.6 Volume/Cap: 0.77 0.22 0.00 0.00 0.77 0.77 0.00 0.00 0.00 0.46 0.00 0.77 Delay/Veh: 52.0 0.0 0.0 0.0 5.2 5.2 0.0 0.0 0.0 39.9 0.0 47.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.0 0.0 0.0 0.0 5.2 5.2 0.0 0.0 0.0 39.9 0.0 47.1 LOS by Move: D- A A A A A A A A D A D HCM2k95thQ: 14 0 0 0 18 18 0 0 0 13 0 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 258 2331*** 0 Lanes: 0 1 2 0 0 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 1 601 *** Loss Time (sec): 9 0 0 o 0 Critical V/C: 0.832 1! 0 0 � Avg Crit Del (sec/veh): 20.4 � 0 0 0 Avg Delay (sec/veh): 16.0 1 243 LOS: B t Lanes: 2 0 3 0 0 Final Vol: 352*** 888 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 25 0 0 201 0 0 0 0 0 0 60 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 352 888 0 0 2331 258 0 0 0 243 0 601 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 888 0 0 2331 258 0 0 0 243 0 601 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 888 0 0 2331 258 0 0 0 243 0 601 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 888 0 0 2331 258 0 0 0 243 0 601 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.69 0.31 0.00 0.00 0.00 1.29 0.00 1.71 Final Sat.: 3150 5700 0 0 5041 558 0 0 0 2264 0 3071 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.16 0.00 0.00 0.46 0.46 0.00 0.00 0.00 0.11 0.00 0.20 Crit Moves: **** **** **** Green Time: 16.1 82.8 0.0 0.0 66.7 66.7 0.0 0.0 0.0 28.2 0.0 28.2 Volume/Cap: 0.83 0.23 0.00 0.00 0.83 0.83 0.00 0.00 0.00 0.46 0.00 0.83 Delay/Veh: 58.5 0.0 0.0 0.0 5.7 5.7 0.0 0.0 0.0 39.5 0.0 49.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 58.5 0.0 0.0 0.0 5.7 5.7 0.0 0.0 0.0 39.5 0.0 49.6 LOS by Move: E+ A A A A A A A A D A D HCM2k95thQ: 15 0 0 0 22 22 0 0 0 13 0 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 1704 605*** Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 137 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.611 0 0 0 � Avg Crit Del (sec/veh): 26.8 � 0 494*** 1 Avg Delay (sec/veh): 15.7 0 0 LOS: B t Lanes: 0 0 2 1 0 Final Vol: 0 1040*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1040 186 605 1704 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1040 186 605 1704 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1040 186 605 1704 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.53 0.47 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4749 849 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.22 0.19 0.30 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 43.0 43.0 37.7 80.7 0.0 30.3 0.0 30.3 0.0 0.0 0.0 Volume/Cap: 0.00 0.61 0.61 0.61 0.44 0.00 0.25 0.00 0.61 0.00 0.00 0.00 Delay/Veh: 0.0 20.4 20.4 25.4 0.1 0.0 35.9 0.0 40.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.4 20.4 25.4 0.1 0.0 35.9 0.0 40.7 0.0 0.0 0.0 LOS by Move: A C+ C+ C A A D+ A D A A A HCM2k95thQ: 0 18 18 17 1 0 7 0 19 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 1760 751*** Lanes: 0 0 4 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 137 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.666 0 0 0 � Avg Crit Del (sec/veh): 27.9 � 0 494*** 1 Avg Delay (sec/veh): 16.6 0 0 LOS: B t Lanes: 0 0 2 1 0 Final Vol: 0 1065*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 25 0 146 56 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1065 186 751 1760 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1065 186 751 1760 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1065 186 751 1760 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1065 186 751 1760 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.54 0.46 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4766 832 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.22 0.24 0.31 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 40.2 40.2 42.9 83.2 0.0 27.8 0.0 27.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.67 0.67 0.67 0.45 0.00 0.28 0.00 0.67 0.00 0.00 0.00 Delay/Veh: 0.0 23.6 23.6 21.9 0.1 0.0 37.9 0.0 43.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 23.6 23.6 21.9 0.1 0.0 37.9 0.0 43.7 0.0 0.0 0.0 LOS by Move: A C C C+ A A D+ A D A A A HCM2k95thQ: 0 20 20 20 1 0 7 0 20 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-31 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.690 1 186 0 � Avg Crit Del (sec/veh): 29.6 � 0 0 1 Avg Delay (sec/veh): 28.8 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 546 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 156 546 224 579 1226 133 107 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 546 224 579 1226 133 107 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 546 224 579 1226 133 107 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 546 224 579 1226 133 107 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.14 0.13 0.18 0.32 0.08 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 15.5 31.4 31.4 40.2 56.1 56.1 18.2 18.2 0.0 18.3 18.3 0.0 Volume/Cap: 0.69 0.55 0.49 0.55 0.69 0.16 0.40 0.69 0.00 0.69 0.64 0.00 Delay/Veh: 53.8 29.8 29.5 22.2 11.6 7.7 46.2 51.1 0.0 52.4 52.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.8 29.8 29.5 22.2 11.6 7.7 46.2 51.1 0.0 52.4 52.7 0.0 LOS by Move: D- C C C+ B+ A D D- A D- D- A HCM2k95thQ: 13 15 13 15 20 3 8 15 0 14 12 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 133 1226*** 579 Lanes: 1 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 120 107 1 1 0 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.690 1 186 0 � Avg Crit Del (sec/veh): 29.6 � 0 0 1 Avg Delay (sec/veh): 28.8 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 546 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 156 546 224 579 1226 133 107 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 546 224 579 1226 133 107 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 546 224 579 1226 133 107 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 546 224 579 1226 133 107 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.14 0.13 0.18 0.32 0.08 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 15.5 31.4 31.4 40.2 56.1 56.1 18.2 18.2 0.0 18.3 18.3 0.0 Volume/Cap: 0.69 0.55 0.49 0.55 0.69 0.16 0.40 0.69 0.00 0.69 0.64 0.00 Delay/Veh: 53.8 29.8 29.5 22.2 11.6 7.7 46.2 51.1 0.0 52.4 52.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.8 29.8 29.5 22.2 11.6 7.7 46.2 51.1 0.0 52.4 52.7 0.0 LOS by Move: D- C C C+ B+ A D D- A D- D- A HCM2k95thQ: 13 15 13 15 20 3 8 15 0 14 12 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-32 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.702 1 186 0 � Avg Crit Del (sec/veh): 29.5 � 0 0 1 Avg Delay (sec/veh): 28.5 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 565 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 19 0 0 39 16 6 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 156 565 224 579 1265 149 113 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 565 224 579 1265 149 113 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 565 224 579 1265 149 113 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 565 224 579 1265 149 113 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.13 0.18 0.33 0.09 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 15.2 32.3 32.3 39.9 56.9 56.9 17.9 17.9 0.0 18.0 18.0 0.0 Volume/Cap: 0.70 0.55 0.48 0.55 0.70 0.18 0.43 0.70 0.00 0.70 0.65 0.00 Delay/Veh: 55.0 29.1 28.5 22.5 11.2 7.3 46.7 51.6 0.0 53.2 53.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.0 29.1 28.5 22.5 11.2 7.3 46.7 51.6 0.0 53.2 53.5 0.0 LOS by Move: D- C C C+ B+ A D D- A D- D- A HCM2k95thQ: 14 15 13 15 21 3 9 16 0 14 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 149 1265*** 579 Lanes: 1 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 120 113 1 1 0 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.702 1 186 0 � Avg Crit Del (sec/veh): 29.5 � 0 0 1 Avg Delay (sec/veh): 28.5 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 565 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 19 0 0 39 16 6 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 156 565 224 579 1265 149 113 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 565 224 579 1265 149 113 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 565 224 579 1265 149 113 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 565 224 579 1265 149 113 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.15 0.13 0.18 0.33 0.09 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 15.2 32.3 32.3 39.9 56.9 56.9 17.9 17.9 0.0 18.0 18.0 0.0 Volume/Cap: 0.70 0.55 0.48 0.55 0.70 0.18 0.43 0.70 0.00 0.70 0.65 0.00 Delay/Veh: 55.0 29.1 28.5 22.5 11.2 7.3 46.7 51.6 0.0 53.2 53.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.0 29.1 28.5 22.5 11.2 7.3 46.7 51.6 0.0 53.2 53.5 0.0 LOS by Move: D- C C C+ B+ A D D- A D- D- A HCM2k95thQ: 14 15 13 15 21 3 9 16 0 14 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 45*** 0 0 Lanes: 1 0 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 96 1 0 35 Loss Time (sec): 12 0 1 1544*** 2 Critical V/C: 0.533 2 1023 1 7;11 Avg Crit Del (sec/veh): 23.3 0 109 0 Avg Delay (sec/veh): 23.1 1 109*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 102 0 165*** Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 102 0 165 0 0 45 96 1544 109 109 1023 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 0 165 0 0 45 96 1544 109 109 1023 35 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 102 0 165 0 0 45 96 1544 109 109 1023 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 0 165 0 0 45 96 1544 109 109 1023 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 0 165 0 0 45 96 1544 109 109 1023 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 0 165 0 0 45 96 1544 109 109 1023 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.79 0.21 1.00 2.90 0.10 Final Sat.: 1750 0 1750 0 0 1750 1750 5230 369 1750 5414 185 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.09 0.00 0.00 0.03 0.05 0.30 0.30 0.06 0.19 0.19 Crit Moves **** **** **** **** Green Time: 19.4 0.0 19.4 0.0 0.0 10.0 17.9 60.8 60.8 12.8 55.7 55.7 Volume/Cap: 0.35 0.00 0.56 0.00 0.00 0.30 0.35 0.56 0.56 0.56 0.39 0.39 Delay/Veh: 42.9 0.0 46.3 0.0 0.0 50.3 44.1 18.4 18.4 52.0 19.0 19.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.9 0.0 46.3 0.0 0.0 50.3 44.1 18.4 18.4 52.0 19.0 19.0 LOS by Move: D A D A A D D B- B- D- B- B- HCM2k95thQ: 7 0 12 0 0 4 6 23 23 8 15 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 45*** 0 0 Lanes: 1 0 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 96 1 0 35 Loss Time (sec): 12 0 1 1851*** 2 Critical V/C: 0.594 2 1555 1 7;11 Avg Crit Del (sec/veh): 22.5 0 109 0 Avg Delay (sec/veh): 21.6 1 109*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 102 0 165*** Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 102 0 165 0 0 45 96 1544 109 109 1023 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 0 165 0 0 45 96 1544 109 109 1023 35 Added Vol: 0 0 0 0 0 0 0 307 0 0 532 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 102 0 165 0 0 45 96 1851 109 109 1555 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 0 165 0 0 45 96 1851 109 109 1555 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 0 165 0 0 45 96 1851 109 109 1555 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 0 165 0 0 45 96 1851 109 109 1555 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.83 0.17 1.00 2.93 0.07 Final Sat.: 1750 0 1750 0 0 1750 1750 5288 311 1750 5477 123 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.09 0.00 0.00 0.03 0.05 0.35 0.35 0.06 0.28 0.28 Crit Moves **** **** **** **** Green Time: 17.3 0.0 17.3 0.0 0.0 10.0 13.4 64.3 64.3 11.4 62.3 62.3 Volume/Cap: 0.39 0.00 0.63 0.00 0.00 0.30 0.47 0.63 0.63 0.63 0.52 0.52 Delay/Veh: 45.0 0.0 50.5 0.0 0.0 50.3 49.3 17.6 17.6 56.8 17.0 17.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 45.0 0.0 50.5 0.0 0.0 50.3 49.3 17.6 17.6 56.8 17.0 17.0 LOS by Move: D A D A A D D B B E+ B B HCM2k95thQ: 8 0 13 0 0 4 7 27 27 8 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-35 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l nd u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 1089*** 1 Critical V/C: 0.756 1 713 1 Avg Crit Del (sec/veh): 29.2 0 339 0 Avg Delay (sec/veh): 24.4 1 327*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 195 0 207*** Signal=Spl it/Rights=l nd u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 195 0 207 0 0 0 0 1089 339 327 713 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 0 207 0 0 0 0 1089 339 327 713 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 195 0 207 0 0 0 0 1089 339 327 713 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 0 207 0 0 0 0 1089 339 327 713 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 0 207 0 0 0 0 1089 339 327 713 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 0 207 0 0 0 0 1089 339 327 713 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.51 0.49 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2821 878 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.12 0.00 0.00 0.00 0.00 0.39 0.39 0.19 0.19 0.00 Crit Moves: **** **** **** Green Time: 16.4 0.0 16.4 0.0 0.0 0.0 0.0 53.6 53.6 26.0 79.6 0.0 Volume/Cap: 0.71 0.00 0.76 0.00 0.00 0.00 0.00 0.76 0.76 0.76 0.25 0.00 Delay/Veh: 50.5 0.0 53.8 0.0 0.0 0.0 0.0 22.3 22.3 44.1 3.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.5 0.0 53.8 0.0 0.0 0.0 0.0 22.3 22.3 44.1 3.9 0.0 LOS by Move: D A D- A A A A C+ C+ D A A HCM2k95thQ: 15 0 16 0 0 0 0 33 33 20 7 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l ncl u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 1127*** 1 Critical V/C: 0.773 1 758 1 Avg Crit Del (sec/veh): 29.6 0 352 0 Avg Delay (sec/veh): 24.8 1 327*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 210*** 0 207 Signal=Spl it/Rights=l nd u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 195 0 207 0 0 0 0 1089 339 327 713 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 0 207 0 0 0 0 1089 339 327 713 0 Added Vol: 15 0 0 0 0 0 0 38 13 0 45 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 210 0 207 0 0 0 0 1127 352 327 758 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 210 0 207 0 0 0 0 1127 352 327 758 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 0 207 0 0 0 0 1127 352 327 758 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 210 0 207 0 0 0 0 1127 352 327 758 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.51 0.49 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2819 880 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.00 0.12 0.00 0.00 0.00 0.00 0.40 0.40 0.19 0.20 0.00 Crit Moves: **** **** **** Green Time: 16.3 0.0 16.3 0.0 0.0 0.0 0.0 54.3 54.3 25.4 79.7 0.0 Volume/Cap: 0.77 0.00 0.76 0.00 0.00 0.00 0.00 0.77 0.77 0.77 0.27 0.00 Delay/Veh: 55.4 0.0 54.4 0.0 0.0 0.0 0.0 22.4 22.4 45.7 3.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.4 0.0 54.4 0.0 0.0 0.0 0.0 22.4 22.4 45.7 3.9 0.0 LOS by Move: E+ A D- A A A A C+ C+ D A A HCM2k95thQ: 17 0 16 0 0 0 0 34 34 20 7 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 83 243 133*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 165 1 0 71 Loss Time (sec): 12 0 1 1591*** 2 Critical V/C: 0.716 2 977 1 Avg Crit Del (sec/veh): 33.7 0 101 0 Avg Delay (sec/veh): 33.5 1 181*** LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 159 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 73 123 159 133 243 83 165 1591 101 181 977 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 159 133 243 83 165 1591 101 181 977 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 159 133 243 83 165 1591 101 181 977 71 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.44 0.56 1.00 0.75 0.25 1.00 2.81 0.19 1.00 2.79 0.21 Final Sat.: 1750 785 1015 1750 1342 458 1750 5265 334 1750 5220 379 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.30 0.30 0.10 0.19 0.19 Crit Moves **** **** **** **** Green Time: 9.3 24.1 24.1 11.7 26.4 26.4 20.9 46.4 46.4 15.9 41.4 41.4 Volume/Cap: 0.49 0.72 0.72 0.72 0.75 0.75 0.50 0.72 0.72 0.72 0.50 0.50 Delay/Veh: 50.7 46.0 46.0 60.1 46.1 46.1 41.0 27.4 27.4 54.3 26.5 26.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.7 46.0 46.0 60.1 46.1 46.1 41.0 27.4 27.4 54.3 26.5 26.5 LOS by Move: D D D E D D D C C D- C C HCM2k95thQ: 5 18 18 12 22 22 10 28 28 13 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-38 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 1 1898*** 2 Critical V/C: 0.796 2 1509 1 Avg Crit Del (sec/veh): 35.5 0 101 0 Avg Delay (sec/veh): 33.7 1 192*** LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 4 13 0 0 0 307 0 11 532 15 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 73 123 163 146 243 83 165 1898 101 192 1509 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 163 146 243 83 165 1898 101 192 1509 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 163 146 243 83 165 1898 101 192 1509 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 163 146 243 83 165 1898 101 192 1509 86 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.43 0.57 1.00 0.75 0.25 1.00 2.84 0.16 1.00 2.83 0.17 Final Sat.: 1750 774 1026 1750 1342 458 1750 5317 283 1750 5298 302 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.36 0.36 0.11 0.28 0.28 Crit Moves **** **** **** **** Green Time: 8.7 22.0 22.0 11.5 24.8 24.8 16.0 49.3 49.3 15.2 48.5 48.5 Volume/Cap: 0.53 0.80 0.80 0.80 0.80 0.80 0.65 0.80 0.80 0.80 0.65 0.65 Delay/Veh: 52.4 53.6 53.6 69.1 51.4 51.4 50.0 27.9 27.9 62.5 24.7 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.4 53.6 53.6 69.1 51.4 51.4 50.0 27.9 27.9 62.5 24.7 24.7 LOS by Move: D- D- D- E D- D- D C C E C C HCM2k95thQ: 5 19 19 14 23 23 11 33 33 14 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #19: Blaney Avenue / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 83 243 146*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 165 1 0 86 Loss Time (sec): 12 0 1 1898*** 2 Critical V/C: 0.796 2 1509 1 Avg Crit Del (sec/veh): 35.5 0 101 0 Avg Delay (sec/veh): 33.7 1 192*** LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 4 13 0 0 0 307 0 11 532 15 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 73 123 163 146 243 83 165 1898 101 192 1509 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 163 146 243 83 165 1898 101 192 1509 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 163 146 243 83 165 1898 101 192 1509 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 163 146 243 83 165 1898 101 192 1509 86 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.43 0.57 1.00 0.75 0.25 1.00 2.84 0.16 1.00 2.83 0.17 Final Sat.: 1750 774 1026 1750 1342 458 1750 5317 283 1750 5298 302 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.36 0.36 0.11 0.28 0.28 Crit Moves **** **** **** **** Green Time: 8.7 22.0 22.0 11.5 24.8 24.8 16.0 49.3 49.3 15.2 48.5 48.5 Volume/Cap: 0.53 0.80 0.80 0.80 0.80 0.80 0.65 0.80 0.80 0.80 0.65 0.65 Delay/Veh: 52.4 53.6 53.6 69.1 51.4 51.4 50.0 27.9 27.9 62.5 24.7 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.4 53.6 53.6 69.1 51.4 51.4 50.0 27.9 27.9 62.5 24.7 24.7 LOS by Move: D- D- D- E D- D- D C C E C C HCM2k95thQ: 5 19 19 14 23 23 11 33 33 14 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-39 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #20: Portal Avenue / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 43 25*** 120 Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 72 1 0 85 Loss Time (sec): 9 0 1 1785*** 2 Critical V/C: 0.413 2 1052 1 � Avg Crit Del (sec/veh): 7.5 � 0 35 0 Avg Delay (sec/veh): 13.0 1 38*** LOS: B t Lanes: 1 0 0 1 0 Final Vol: 60 12 41 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 60 12 41 120 25 43 72 1785 35 38 1052 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 12 41 120 25 43 72 1785 35 38 1052 85 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 60 12 41 120 25 43 72 1785 35 38 1052 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 12 41 120 25 43 72 1785 35 38 1052 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 12 41 120 25 43 72 1785 35 38 1052 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 12 41 120 25 43 72 1785 35 38 1052 85 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.23 0.77 1.00 0.37 0.63 1.00 2.94 0.06 1.00 2.77 0.23 Final Sat.: 1750 408 1392 1750 662 1138 1750 5492 108 1750 5181 419 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.07 0.04 0.04 0.04 0.33 0.33 0.02 0.20 0.20 Crit Moves: **** **** **** Green Time: 11.9 11.9 11.9 11.9 11.9 11.9 22.9 102 102.1 7.0 86.3 86.3 Volume/Cap: 0.38 0.32 0.32 0.75 0.41 0.41 0.23 0.41 0.41 0.40 0.31 0.31 Delay/Veh: 57.1 56.4 56.4 75.5 57.5 57.5 46.4 4.5 4.5 62.3 9.3 9.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.1 56.4 56.4 75.5 57.5 57.5 46.4 4.5 4.5 62.3 9.3 9.3 LOS by Move: E+ E+ E+ E- E+ E+ D A A E A A HCM2k95thQ: 6 5 5 13 6 6 5 14 14 3 12 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-40 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #20: Portal Avenue / Stevens Creek Boulevard Sig nal=Permit/Rights=l nd u d e Final Vol: 43 25*** 120 Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 72 1 0 85 Loss Time (sec): 9 0 1 2110*** 2 Critical V/C: 0.475 2 1610 1 � Avg Crit Del (sec/veh): 7.0 � 0 35 0 Avg Delay (sec/veh): 11.9 1 38*** LOS: B+ t Lanes: 1 0 0 1 0 Final Vol: 60 12 41 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 60 12 41 120 25 43 72 1785 35 38 1052 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 12 41 120 25 43 72 1785 35 38 1052 85 Added Vol: 0 0 0 0 0 0 0 325 0 0 558 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 60 12 41 120 25 43 72 2110 35 38 1610 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 12 41 120 25 43 72 2110 35 38 1610 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 12 41 120 25 43 72 2110 35 38 1610 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 12 41 120 25 43 72 2110 35 38 1610 85 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.23 0.77 1.00 0.37 0.63 1.00 2.95 0.05 1.00 2.84 0.16 Final Sat.: 1750 408 1392 1750 662 1138 1750 5509 91 1750 5319 281 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.07 0.04 0.04 0.04 0.38 0.38 0.02 0.30 0.30 Crit Moves: **** **** **** Green Time: 10.2 10.2 10.2 10.2 10.2 10.2 16.7 104 103.8 7.0 94.0 94.0 Volume/Cap: 0.44 0.37 0.37 0.87 0.48 0.48 0.32 0.48 0.48 0.40 0.42 0.42 Delay/Veh: 59.3 58.5 58.5 100.3 59.9 59.9 52.3 4.4 4.4 62.3 7.2 7.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.3 58.5 58.5 100.3 59.9 59.9 52.3 4.4 4.4 62.3 7.2 7.2 LOS by Move: E+ E+ E+ F E+ E+ D- A A E A A HCM2k95thQ: 6 5 5 14 7 7 5 17 17 3 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-41 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 27 5 42 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 50 2 0 23 Loss Time (sec): 12 0 1 1881*** 2 Critical V/C: 0.513 2 1130 1 Avg Crit Del (sec/veh): 15.3 0 20 0 Avg Delay (sec/veh): 15.2 1 132*** LOS: B t Lanes: 0 1 0 0 1 Final Vol: 19 3 86*** Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 19 3 86 42 5 27 50 1881 20 132 1130 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 3 86 42 5 27 50 1881 20 132 1130 23 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 3 86 42 5 27 50 1881 20 132 1130 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 3 86 42 5 27 50 1881 20 132 1130 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 3 86 42 5 27 50 1881 20 132 1130 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 3 86 42 5 27 50 1881 20 132 1130 23 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.86 0.14 1.00 0.89 0.11 1.00 2.00 2.97 0.03 1.00 2.94 0.06 Final Sat.: 1555 245 1750 1609 191 1750 3150 5541 59 1750 5488 112 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.05 0.03 0.03 0.02 0.02 0.34 0.34 0.08 0.21 0.21 Crit Moves: **** **** **** Green Time: 12.0 12.0 12.0 12.0 12.0 12.0 21.6 82.7 82.7 18.4 79.4 79.4 Volume/Cap: 0.13 0.13 0.51 0.27 0.27 0.16 0.09 0.51 0.51 0.51 0.32 0.32 Delay/Veh: 52.1 52.1 56.4 53.3 53.3 52.4 43.5 11.0 11.0 51.0 10.5 10.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.1 52.1 56.4 53.3 53.3 52.4 43.5 11.0 11.0 51.0 10.5 10.5 LOS by Move: D- D- E+ D- D- D- D B+ B+ D B+ B+ HCM2k95thQ: 2 2 8 4 4 2 2 22 22 10 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-42 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 404*** 5 185 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 309 2 0 88 Loss Time (sec): 12 0 1 1947*** 2 Critical V/C: 0.727 2 1311 1 Avg Crit Del (sec/veh): 31.5 0 20 0 Avg Delay (sec/veh): 31.8 1 132*** LOS: C t Lanes: 0 1 0 0 1 Final Vol: 19 3 86 Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 19 3 86 42 5 27 50 1881 20 132 1130 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 3 86 42 5 27 50 1881 20 132 1130 23 Added Vol: 0 0 0 143 0 377 259 66 0 0 181 65 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 3 86 185 5 404 309 1947 20 132 1311 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 3 86 185 5 404 309 1947 20 132 1311 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 3 86 185 5 404 309 1947 20 132 1311 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 3 86 185 5 404 309 1947 20 132 1311 88 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.83 0.98 0.95 0.92 0.98 0.95 Lanes: 0.86 0.14 1.00 0.97 0.03 1.00 2.00 2.97 0.03 1.00 2.80 0.20 Final Sat.: 1555 245 1750 1753 47 1750 3150 5543 57 1750 5247 352 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.05 0.11 0.11 0.23 0.10 0.35 0.35 0.08 0.25 0.25 Crit Moves: **** **** **** Green Time: 39.7 39.7 39.7 39.7 39.7 39.7 20.7 60.4 60.4 13.0 52.7 52.7 Volume/Cap: 0.04 0.04 0.15 0.33 0.33 0.73 0.59 0.73 0.73 0.73 0.59 0.59 Delay/Veh: 29.5 29.5 30.8 32.9 32.9 42.7 50.1 26.8 26.8 68.1 28.3 28.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 29.5 29.5 30.8 32.9 32.9 42.7 50.1 26.8 26.8 68.1 28.3 28.3 LOS by Move: C C C C- C- D D C C E C C HCM2k95thQ: 1 1 5 11 11 28 12 34 34 10 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-43 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 78 1179*** 154 Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/24/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 150 64 1 1 151 Loss Time (sec): 12 0 0 1196 3 Critical V/C: 0.730 3 609 0 Avg Crit Del (sec/veh): 54.8 0 427`"* 1 Avg Delay (sec/veh): 48.1 2 389*** LOS: D t Lanes: 2 0 2 0 1 Final Vol: 306*** 593 174 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 24 May 2017 << 05:00:00 PM Base Vol: 306 593 174 154 1179 78 64 1196 427 389 609 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 306 593 174 154 1179 78 64 1196 427 389 609 151 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 306 593 174 154 1179 78 64 1196 427 389 609 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 306 593 174 154 1179 78 64 1196 427 389 609 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 306 593 174 154 1179 78 64 1196 427 389 609 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 306 593 174 154 1179 78 64 1196 427 389 609 151 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.16 0.10 0.09 0.21 0.04 0.04 0.21 0.24 0.12 0.11 0.09 Crit Moves: **** **** **** **** Green Time: 20.0 39.9 39.9 22.5 42.5 65.5 23.0 50.1 50.1 25.4 52.6 52.6 Volume/Cap: 0.73 0.59 0.37 0.59 0.73 0.10 0.24 0.63 0.73 0.73 0.30 0.25 Delay/Veh: 68.8 48.7 45.3 62.8 50.3 25.0 56.3 42.7 48.6 64.2 35.5 34.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 68.8 48.7 45.3 62.8 50.3 25.0 56.3 42.7 48.6 64.2 35.5 34.8 LOS by Move: E D D E D C E+ D D E D+ C- HCM2k95thQ: 15 21 13 15 30 4 6 27 33 19 12 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Page 2-44 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 78 1260*** 154 Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/24/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 150 64 1 1 151 Loss Time (sec): 12 0 0 1196 3 Critical V/C: 0.774 3 609 0 Avg Crit Del (sec/veh): 56.7 0 443`"` 1 Avg Delay (sec/veh): 49.4 2 417*** LOS: D t Lanes: 2 0 2 0 1 Final Vol: 331*** 670 212 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 24 May 2017 << 05:00:00 PM Base Vol: 306 593 174 154 1179 78 64 1196 427 389 609 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 306 593 174 154 1179 78 64 1196 427 389 609 151 Added Vol: 25 77 38 0 81 0 0 0 16 28 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 331 670 212 154 1260 78 64 1196 443 417 609 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 331 670 212 154 1260 78 64 1196 443 417 609 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 331 670 212 154 1260 78 64 1196 443 417 609 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 331 670 212 154 1260 78 64 1196 443 417 609 151 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.12 0.09 0.22 0.04 0.04 0.21 0.25 0.13 0.11 0.09 Crit Moves: **** **** **** **** Green Time: 20.4 42.2 42.2 21.1 42.9 65.6 22.7 49.1 49.1 25.7 52.0 52.0 Volume/Cap: 0.77 0.63 0.43 0.63 0.77 0.10 0.24 0.64 0.77 0.77 0.31 0.25 Delay/Veh: 71.1 48.2 44.7 65.8 51.5 24.9 56.5 43.7 51.9 66.3 35.9 35.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.1 48.2 44.7 65.8 51.5 24.9 56.5 43.7 51.9 66.3 35.9 35.2 LOS by Move: E D D E D- C E+ D D- E D+ D+ HCM2k95thQ: 16 23 15 15 32 4 6 28 35 20 12 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-45 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq PM Intersection #23: Wolfe Road / Fremont Avenue Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 530 1416*** 69 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/24/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 170 370*** 2 0 16 Loss Time (sec): 12 0 1 421 2 Critical V/C: 0.696 0 25*** 0 Avg Crit Del (sec/veh): 38.2 0 366 1 Avg Delay (sec/veh): 47.9 1 12 LOS: D t Lanes: 1 0 2 1 0 Final Vol: 183*** 666 61 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 24 May 2017 << 05:00:00 PM Base Vol: 183 666 61 69 1416 530 370 421 366 12 25 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 666 61 69 1416 530 370 421 366 12 25 16 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 183 666 61 69 1416 530 370 421 366 12 25 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 666 61 69 1416 530 370 421 366 12 25 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 666 61 69 1416 530 370 421 366 12 25 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 666 61 69 1416 530 370 421 366 12 25 16 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.95 0.97 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.74 0.26 0.10 2.10 0.80 2.00 2.00 1.00 1.00 0.61 0.39 Final Sat.: 1750 5130 470 188 3864 1446 3150 3800 1750 1750 1098 702 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.13 0.13 0.00 0.37 0.37 0.12 0.11 0.21 0.01 0.02 0.02 Crit Moves: **** **** **** **** Green Time: 26.6 31.3 31.3 91.4 93.1 93.1 28.3 27.9 54.5 10.4 10.0 10.0 Volume/Cap: 0.67 0.70 0.70 0.68 0.67 0.67 0.70 0.67 0.65 0.11 0.39 0.39 Delay/Veh: 73.8 67.3 67.3 29.4 28.0 28.0 71.2 69.7 52.3 75.9 79.4 79.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.8 67.3 67.3 29.4 28.0 28.0 71.2 69.7 52.3 75.9 79.4 79.4 LOS by Move: E E E C C C E E D- E- E- E- HCM2k95thQ: 18 22 22 42 41 41 19 18 29 1 5 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-46 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq PM Housinq Rich Alternative Intersection #23: Wolfe Road / Fremont Avenue Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 530 1541*** 69 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 5/24/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 170 370*** 2 0 16 Loss Time (sec): 12 0 1 421 2 Critical V/C: 0.736 0 25*** 0 Avg Crit Del (sec/veh): 39.5 0 387 1 Avg Delay (sec/veh): 49.3 1 12 LOS: D t Lanes: 1 0 2 1 0 Final Vol: 207*** 806 61 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 24 May 2017 << 05:00:00 PM Base Vol: 183 666 61 69 1416 530 370 421 366 12 25 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 666 61 69 1416 530 370 421 366 12 25 16 Added Vol: 24 140 0 0 125 0 0 0 21 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 207 806 61 69 1541 530 370 421 387 12 25 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 207 806 61 69 1541 530 370 421 387 12 25 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 806 61 69 1541 530 370 421 387 12 25 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 207 806 61 69 1541 530 370 421 387 12 25 16 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.95 0.97 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.78 0.22 0.10 2.14 0.76 2.00 2.00 1.00 1.00 0.61 0.39 Final Sat.: 1750 5205 394 177 3960 1362 3150 3800 1750 1750 1098 702 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.15 0.15 0.00 0.39 0.39 0.12 0.11 0.22 0.01 0.02 0.02 Crit Moves: **** **** **** **** Green Time: 28.4 34.6 34.6 90.1 93.3 93.3 26.3 26.5 54.8 9.8 10.0 10.0 Volume/Cap: 0.71 0.76 0.76 0.73 0.71 0.71 0.76 0.71 0.69 0.12 0.39 0.39 Delay/Veh: 74.7 66.8 66.8 31.8 29.1 29.1 75.7 72.2 53.6 76.5 79.4 79.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 74.7 66.8 66.8 31.8 29.1 29.1 75.7 72.2 53.6 76.5 79.4 79.4 LOS by Move: E E E C C C E- E D- E- E- E- HCM2k95thQ: 20 25 25 46 44 44 20 19 31 1 5 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-47 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 1454 271'*' Lanes: 0 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 117 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.545 1! 0 0 Avg Crit Del (sec/veh): 31.8 0 0 0 Avg Delay (sec/veh): 18.8 0 47`*` LOS: 13 - Lanes: 0 0 1 1 0 Final Vol: 0 901*`* 63 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 0 901 63 271 1454 0 0 0 0 47 0 117 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 901 63 271 1454 0 0 0 0 47 0 117 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 901 63 271 1454 0 0 0 0 47 0 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 901 63 271 1454 0 0 0 0 47 0 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 901 63 271 1454 0 0 0 0 47 0 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 901 63 271 1454 0 0 0 0 47 0 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.87 0.13 1.00 2.00 0.00 0.00 0.00 0.00 0.29 0.00 0.71 Final Sat.: 0 3458 242 1750 3800 0 0 0 0 502 0 1248 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.26 0.15 0.38 0.00 0.00 0.00 0.00 0.09 0.00 0.09 Crit Moves: **** **** **** Green Time: 0.0 64.5 64.5 38.3 103 0.0 0.0 0.0 0.0 23.2 0.0 23.2 Volume/Cap: 0.00 0.55 0.55 0.55 0.50 0.00 0.00 0.00 0.00 0.55 0.00 0.55 Delay/Veh: 0.0 25.3 25.3 42.2 6.4 0.0 0.0 0.0 0.0 53.2 0.0 53.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 25.3 25.3 42.2 6.4 0.0 0.0 0.0 0.0 53.2 0.0 53.2 LOS by Move: A C C D A A A A A D- A D- HCM2k95thQ: 0 25 25 18 21 0 0 0 0 14 0 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-48 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 1600 271*** Lanes: 0 0 4 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 117 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.599 1! 0 0 Avg Crit Del (sec/veh): 31.0 0 0 0 Avg Delay (sec/veh): 18.5 0 52*** LOS: 13- 4t t t Lanes: 0 0 1 1 0 Final Vol: 0 1065*** 72 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 0 901 63 271 1454 0 0 0 0 47 0 117 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 901 63 271 1454 0 0 0 0 47 0 117 Added Vol: 0 164 9 0 146 0 0 0 0 5 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1065 72 271 1600 0 0 0 0 52 0 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1065 72 271 1600 0 0 0 0 52 0 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1065 72 271 1600 0 0 0 0 52 0 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1065 72 271 1600 0 0 0 0 52 0 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.87 0.13 1.00 2.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69 Final Sat.: 0 3466 234 1750 3800 0 0 0 0 538 0 1212 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.15 0.42 0.00 0.00 0.00 0.00 0.10 0.00 0.10 Crit Moves: **** **** **** Green Time: 0.0 69.3 69.3 34.9 104 0.0 0.0 0.0 0.0 21.8 0.0 21.8 Volume/Cap: 0.00 0.60 0.60 0.60 0.55 0.00 0.00 0.00 0.00 0.60 0.00 0.60 Delay/Veh: 0.0 23.6 23.6 46.1 6.3 0.0 0.0 0.0 0.0 56.1 0.0 56.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 23.6 23.6 46.1 6.3 0.0 0.0 0.0 0.0 56.1 0.0 56.1 LOS by Move: A C C D A A A A A E+ A E+ HCM2k95thQ: 0 29 29 19 23 0 0 0 0 15 0 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-49 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 153 1192*** 136 Lanes: 0 1 4 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 82 0 1 63 Loss Time (sec): 9 1 0 186*** 0 Critical V/C: 0.562 0 87 0 Avg Crit Del (sec/veh): 20.3 1 49 1 Avg Delay (sec/veh): 22.8 0 22 LOS: C+ t Lanes: 1 0 1 1 0 Final Vol: 18*** 839 62 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 18 839 62 136 1192 153 82 186 49 22 87 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 839 62 136 1192 153 82 186 49 22 87 63 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 839 62 136 1192 153 82 186 49 22 87 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 839 62 136 1192 153 82 186 49 22 87 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 839 62 136 1192 153 82 186 49 22 87 63 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 839 62 136 1192 153 82 186 49 22 87 63 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.86 0.14 1.00 1.77 0.23 0.31 0.69 1.00 0.20 0.80 1.00 Final Sat.: 1750 3445 255 1750 3279 421 551 1249 1750 363 1437 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.24 0.24 0.08 0.36 0.36 0.15 0.15 0.03 0.06 0.06 0.04 Crit Moves: **** **** **** Green Time: 7.0 66.6 66.6 21.3 80.9 80.9 33.1 33.1 40.1 33.1 33.1 54.4 Volume/Cap: 0.19 0.48 0.48 0.48 0.58 0.58 0.58 0.58 0.09 0.24 0.24 0.09 Delay/Veh: 59.8 20.6 20.6 50.6 15.0 15.0 44.4 44.4 32.0 38.7 38.7 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.8 20.6 20.6 50.6 15.0 15.0 44.4 44.4 32.0 38.7 38.7 22.9 LOS by Move: E+ C+ C+ D B B D D C- D+ D+ C+ HCM2k95thQ: 1 21 21 10 28 28 19 19 3 7 7 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 153 1342*** 136 Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 82 0 1 63 Loss Time (sec): 9 1 0 186*** 0 Critical V/C: 0.611 0 87 0 Avg Crit Del (sec/veh): 20.3 1 54 1 Avg Delay(sec/veh): 22.3 0 27 LOS: C+ t Lanes: 1 0 1 1 0 Final Vol: 27*** 1012 71 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 18 839 62 136 1192 153 82 186 49 22 87 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 839 62 136 1192 153 82 186 49 22 87 63 Added Vol: 9 173 9 0 150 0 0 0 5 5 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 27 1012 71 136 1342 153 82 186 54 27 87 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 1012 71 136 1342 153 82 186 54 27 87 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1012 71 136 1342 153 82 186 54 27 87 63 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 1012 71 136 1342 153 82 186 54 27 87 63 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.87 0.13 1.00 1.79 0.21 0.31 0.69 1.00 0.24 0.76 1.00 Final Sat.: 1750 3457 243 1750 3321 379 551 1249 1750 426 1374 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.29 0.29 0.08 0.40 0.40 0.15 0.15 0.03 0.06 0.06 0.04 Crit Moves: **** **** **** Green Time: 7.0 71.4 71.4 18.9 83.3 83.3 30.7 30.7 37.7 30.7 30.7 49.6 Volume/Cap: 0.29 0.53 0.53 0.53 0.63 0.63 0.63 0.63 0.11 0.27 0.27 0.09 Delay/Veh: 60.8 19.0 19.0 53.6 14.6 14.6 47.6 47.6 33.9 40.8 40.8 25.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.8 19.0 19.0 53.6 14.6 14.6 47.6 47.6 33.9 40.8 40.8 25.8 LOS by Move: E B- B- D- B B D D C- D D C HCM2k95thQ: 2 24 24 10 31 31 20 20 3 8 8 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-51 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 78 1035 127 - Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 103 1 0 86 Loss Time (sec): 12 0 1 793... 2 Critical V/C: 0.688 1 623 0 Avg Crit Del (sec/veh): 50.9 0 232 1 Avg Delay (sec/veh): 43.0 2 441 - LOS: D Lanes: 2 0 2 0 1 Final Vol: 264 700 433`*` Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 264 700 433 127 1035 78 103 793 232 441 623 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 700 433 127 1035 78 103 793 232 441 623 86 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 264 700 433 127 1035 78 103 793 232 441 623 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 264 700 433 127 1035 78 103 793 232 441 623 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 264 700 433 127 1035 78 103 793 232 441 623 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 264 700 433 127 1035 78 103 793 232 441 623 86 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.78 0.22 1.00 2.00 1.00 2.00 1.75 0.25 Final Sat.: 3150 3800 1750 3150 5207 392 1750 3800 1750 3150 3251 449 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.18 0.25 0.04 0.20 0.20 0.06 0.21 0.13 0.14 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 19.8 57.5 57.5 9.4 47.1 47.1 19.1 48.5 48.5 32.6 62.0 62.0 Volume/Cap: 0.68 0.51 0.69 0.69 0.68 0.68 0.49 0.69 0.44 0.69 0.49 0.49 Delay/Veh: 65.3 25.5 30.5 81.2 37.1 37.1 67.8 50.8 45.3 62.2 37.4 37.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.3 25.5 30.5 81.2 37.1 37.1 67.8 50.8 45.3 62.2 37.4 37.4 LOS by Move: E C C F D+ D+ E D D E D+ D+ HCM2k95thQ: 14 18 28 7 25 25 9 27 16 21 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-52 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 78 1194*** 127 Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 103 1 0 86 Loss Time (sec): 12 0 1 793*** 2 Critical V/C: 0.743 1 623 0 Avg Crit Del (sec/veh): 49.9 0 274 1 Avg Delay (sec/veh): 43.6 2 473*** LOS: D t Lanes: 2 0 2 0 1 Final Vol: 319*** 892 478 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 264 700 433 127 1035 78 103 793 232 441 623 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 700 433 127 1035 78 103 793 232 441 623 86 Added Vol: 55 192 45 0 159 0 0 0 42 32 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 319 892 478 127 1194 78 103 793 274 473 623 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 319 892 478 127 1194 78 103 793 274 473 623 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 319 892 478 127 1194 78 103 793 274 473 623 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 319 892 478 127 1194 78 103 793 274 473 623 86 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.98 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.81 0.19 1.00 2.00 1.00 2.00 1.75 0.25 Final Sat.: 3150 3800 1750 3150 5256 343 1750 3800 1750 3150 3251 449 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.23 0.27 0.04 0.23 0.23 0.06 0.21 0.16 0.15 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 21.8 61.0 61.0 9.8 48.9 48.9 18.2 44.9 44.9 32.3 59.1 59.1 Volume/Cap: 0.74 0.62 0.72 0.66 0.74 0.74 0.52 0.74 0.56 0.74 0.52 0.52 Delay/Veh: 66.3 24.4 28.6 78.6 37.0 37.0 69.2 55.1 50.5 64.6 39.7 39.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.3 24.4 28.6 78.6 37.0 37.0 69.2 55.1 50.5 64.6 39.7 39.7 LOS by Move: E C C E- D+ D+ E E+ D E D D HCM2k95thQ: 17 23 30 7 29 29 9 28 20 23 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-53 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 15 1616"* 41 Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 101 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.369 0 0 0 Avg Crit Del (sec/veh): 13.3 0 17"` 1 Avg Delay (sec/veh): 15.4 3 183`*` LOS: B t Lanes: 0 0 3 0 2 Final Vol: 0*"* 1210 12 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 12 41 1616 15 0 0 17 183 0 101 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1210 12 41 1616 15 0 0 17 183 0 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1210 12 41 1616 15 0 0 17 183 0 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1210 12 41 1616 15 0 0 17 183 0 101 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.97 0.03 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5548 52 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.00 0.01 0.29 0.29 0.00 0.00 0.01 0.04 0.00 0.06 Crit Moves: **** **** **** **** Green Time: 0.0 101 117.3 20.7 121 121.3 0.0 0.0 10.0 16.7 0.0 37.5 Volume/Cap: 0.00 0.34 0.01 0.10 0.38 0.38 0.00 0.00 0.16 0.38 0.00 0.25 Delay/Veh: 0.0 14.1 5.7 61.5 6.7 6.7 0.0 0.0 71.7 67.3 0.0 50.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 14.1 5.7 61.5 6.7 6.7 0.0 0.0 71.7 67.3 0.0 50.1 LOS by Move: A B A E A A A A E E A D HCM2k95thQ: 0 17 0 2 17 17 0 0 2 7 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-54 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 15 1849"* 41 Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 101 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.414 0 0 0 � Avg Crit Del (sec/veh): 12.5 � 0 17"` 1 Avg Delay (sec/veh): 14.3 3 183`*` LOS: B t Lanes: 0 0 3 0 2 Final Vol: 0*"* 1501 12 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 12 41 1616 15 0 0 17 183 0 101 Added Vol: 0 291 0 0 233 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1501 12 41 1849 15 0 0 17 183 0 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1501 12 41 1849 15 0 0 17 183 0 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1501 12 41 1849 15 0 0 17 183 0 101 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1501 12 41 1849 15 0 0 17 183 0 101 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.97 0.03 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5555 45 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.00 0.01 0.33 0.33 0.00 0.00 0.01 0.04 0.00 0.06 Crit Moves: **** **** **** **** Green Time: 0.0 106 120.5 17.5 123 123.1 0.0 0.0 10.0 14.9 0.0 32.4 Volume/Cap: 0.00 0.40 0.01 0.12 0.43 0.43 0.00 0.00 0.16 0.43 0.00 0.28 Delay/Veh: 0.0 12.6 4.9 64.4 6.4 6.4 0.0 0.0 71.7 69.3 0.0 54.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 12.6 4.9 64.4 6.4 6.4 0.0 0.0 71.7 69.3 0.0 54.4 LOS by Move: A B A E A A A A E E A D- HCM2k95thQ: 0 20 0 2 19 19 0 0 2 8 0 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-55 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 39 1717*** 40 Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 23 1 0 25 Loss Time (sec): 12 0 1 1*** 0 Critical V/C: 0.482 0 0 1 Avg Crit Del (sec/veh): 15.8 0 77 0 Avg Delay (sec/veh): 16.5 1 32*** LOS: B t Lanes: 2 0 4 1 0 Final Vol: 163*** 1217 70 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 1217 70 40 1717 39 23 1 77 32 0 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 1217 70 40 1717 39 23 1 77 32 0 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 1217 70 40 1717 39 23 1 77 32 0 25 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.72 0.28 1.00 2.93 0.07 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8888 511 1750 5475 124 1750 23 1777 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.14 0.02 0.31 0.31 0.01 0.04 0.04 0.02 0.00 0.01 Crit Moves: **** **** **** **** Green Time: 10.8 51.1 51.1 24.9 65.2 65.2 7.0 10.0 10.0 7.0 0.0 10.0 Volume/Cap: 0.50 0.28 0.28 0.10 0.50 0.50 0.20 0.46 0.46 0.27 0.00 0.15 Delay/Veh: 45.9 16.1 16.1 31.4 11.1 11.1 47.2 46.8 46.8 47.9 0.0 44.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 45.9 16.1 16.1 31.4 11.1 11.1 47.2 46.8 46.8 47.9 0.0 44.0 LOS by Move: D B B C B+ B+ D D D D A D HCM2k95thQ: 6 9 9 2 19 19 2 6 6 3 0 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-56 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 39 1950*** 40 Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 23 1 0 25 Loss Time (sec): 12 0 1 1*** 0 Critical V/C: 0.529 0 0 1 Avg Crit Del (sec/veh): 15.7 0 77 0 Avg Delay (sec/veh): 15.8 1 32*** LOS: B t Lanes: 2 0 4 1 0 Final Vol: 163*** 1508 70 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 0 291 0 0 233 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 163 1508 70 40 1950 39 23 1 77 32 0 25 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 1508 70 40 1950 39 23 1 77 32 0 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 1508 70 40 1950 39 23 1 77 32 0 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 1508 70 40 1950 39 23 1 77 32 0 25 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.77 0.23 1.00 2.94 0.06 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8982 417 1750 5490 110 1750 23 1777 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.17 0.17 0.02 0.36 0.36 0.01 0.04 0.04 0.02 0.00 0.01 Crit Moves: **** **** **** **** Green Time: 9.7 54.4 54.4 21.6 66.3 66.3 7.0 10.0 10.0 7.0 0.0 10.0 Volume/Cap: 0.56 0.32 0.32 0.11 0.56 0.56 0.20 0.46 0.46 0.27 0.00 0.15 Delay/Veh: 48.2 14.7 14.7 34.0 11.2 11.2 47.2 46.8 46.8 47.9 0.0 44.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.2 14.7 14.7 34.0 11.2 11.2 47.2 46.8 46.8 47.9 0.0 44.0 LOS by Move: D B B C- B+ B+ D D D D A D HCM2k95thQ: 6 11 11 2 22 22 2 6 6 3 0 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-57 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 1417*** 0 Lanes: 1 0 2 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 0 0 2 583*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.667 0 0 0 Avg Crit Del (sec/veh): 12.3 0 0 0 Avg Delay (sec/veh): 12.0 2 557 LOS: B t Lanes: 0 0 3 0 0 Final Vol: 0 782 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 782 526 0 1417 562 0 0 0 557 0 583 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 782 0 0 1417 0 0 0 0 557 0 583 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 782 0 0 1417 0 0 0 0 557 0 583 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 782 0 0 1417 0 0 0 0 557 0 583 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.14 0.00 0.00 0.37 0.00 0.00 0.00 0.00 0.18 0.00 0.19 Crit Moves: **** **** Green Time: 0.0 30.7 0.0 0.0 30.7 0.0 0.0 0.0 0.0 15.3 0.0 15.3 Volume/Cap: 0.00 0.25 0.00 0.00 0.67 0.00 0.00 0.00 0.00 0.64 0.00 0.67 Delay/Veh: 0.0 6.3 0.0 0.0 9.4 0.0 0.0 0.0 0.0 19.0 0.0 19.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 6.3 0.0 0.0 9.4 0.0 0.0 0.0 0.0 19.0 0.0 19.6 LOS by Move: A A A A A A A A A B- A B- HCM2k95thQ: 0 1 0 0 6 0 0 0 0 12 0 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-58 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 1650*** 0 Lanes: 1 0 4 2 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 0 0 2 583 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.813 0 0 0 Avg Crit Del (sec/veh): 16.4 0 0 0 Avg Delay (sec/veh): 14.2 2 774*** LOS: B t Lanes: 0 0 3 0 0 Final Vol: 0 1073 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 291 311 0 233 0 0 0 0 217 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1073 837 0 1650 562 0 0 0 774 0 583 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1073 0 0 1650 0 0 0 0 774 0 583 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1073 0 0 1650 0 0 0 0 774 0 583 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1073 0 0 1650 0 0 0 0 774 0 583 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.00 0.00 0.43 0.00 0.00 0.00 0.00 0.25 0.00 0.19 Crit Moves: **** **** Green Time: 0.0 29.4 0.0 0.0 29.4 0.0 0.0 0.0 0.0 16.6 0.0 16.6 Volume/Cap: 0.00 0.36 0.00 0.00 0.81 0.00 0.00 0.00 0.00 0.81 0.00 0.61 Delay/Veh: 0.0 7.5 0.0 0.0 13.2 0.0 0.0 0.0 0.0 23.2 0.0 17.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 7.5 0.0 0.0 13.2 0.0 0.0 0.0 0.0 23.2 0.0 17.6 LOS by Move: A A A A B A A A A C A B HCM2k95thQ: 0 2 0 0 13 0 0 0 0 19 0 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-59 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1401 0 Lanes: 1 0 4 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 231 2 0 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.488 0 0 0 Avg Crit Del (sec/veh): 9.6 0 375*** 2 Avg Delay (sec/veh): 8.4 0 0 LOS: A t Lanes: 0 0 2 0 1 Final Vol: 0 1099*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1099 463 0 1401 565 231 0 375 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1099 0 0 1401 0 231 0 375 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1099 0 0 1401 0 231 0 375 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1099 0 0 1401 0 231 0 375 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.29 0.00 0.00 0.18 0.00 0.07 0.00 0.12 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 32.6 0.0 0.0 32.6 0.0 13.4 0.0 13.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.49 0.00 0.00 0.31 0.00 0.30 0.00 0.49 0.00 0.00 0.00 Delay/Veh: 0.0 6.6 0.0 0.0 5.6 0.0 17.2 0.0 18.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 6.6 0.0 0.0 5.6 0.0 17.2 0.0 18.3 0.0 0.0 0.0 LOS by Move: A A A A A A B A B- A A A HCM2k95thQ: 0 1 0 0 1 0 4 0 8 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-60 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1852 0 Lanes: 1 0 4 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 231 2 0 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.756 0 0 0 Avg Crit Del (sec/veh): 13.3 0 581*** 2 Avg Delay (sec/veh): 10.5 0 0 LOS: B+ t Lanes: 0 0 2 0 1 Final Vol: 0 1701*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 602 379 0 451 0 0 0 206 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1701 842 0 1852 565 231 0 581 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1701 0 0 1852 0 231 0 581 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1701 0 0 1852 0 231 0 581 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1701 0 0 1852 0 231 0 581 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II--------------- Capacity Analysis Module: II ---------------I Vol/Sat: 0.00 0.45 0.00 0.00 0.24 0.00 0.07 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 32.6 0.0 0.0 32.6 0.0 13.4 0.0 13.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.76 0.00 0.00 0.41 0.00 0.30 0.00 0.76 0.00 0.00 0.00 Delay/Veh: 0.0 9.8 0.0 0.0 6.1 0.0 17.2 0.0 23.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 9.8 0.0 0.0 6.1 0.0 17.2 0.0 23.6 0.0 0.0 0.0 LOS by Move: A A A A A A B A C A A A HCM2k95thQ: 0 5 0 0 1 0 4 0 14 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-61 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 57 1522*** 252 Lanes: 1 0 4 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 34*** 1 2 460*** Loss Time (sec): 12 0 0 12 1 Critical V/C: 0.502 0 6 0 � Avg Crit Del (sec/veh): 28.4 � 1 18 1 Avg Delay(sec/veh): 31.2 1 150 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 43*** 874 68 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 23 May 2017 << 05:00:00 PM Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 874 68 252 1522 57 34 12 18 150 6 460 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 874 68 252 1522 57 34 12 18 150 6 460 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 874 68 252 1522 57 34 12 18 150 6 460 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.78 0.22 2.00 3.00 1.00 1.00 1.00 1.00 1.92 0.08 2.00 Final Sat.: 1750 5195 404 3150 5700 1750 1750 1900 1750 3413 137 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.17 0.17 0.08 0.27 0.03 0.02 0.01 0.01 0.04 0.04 0.15 Crit Moves: **** **** **** **** Green Time: 7.0 51.2 51.2 24.3 68.5 68.5 10.0 10.0 10.0 37.5 37.5 37.5 Volume/Cap: 0.47 0.44 0.44 0.44 0.53 0.06 0.26 0.09 0.14 0.16 0.16 0.53 Delay/Veh: 66.1 31.4 31.4 49.9 22.5 16.9 60.1 58.5 59.0 36.9 36.9 41.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.1 31.4 31.4 49.9 22.5 16.9 60.1 58.5 59.0 36.9 36.9 41.8 LOS by Move: E C C D C+ B E E+ E+ D+ D+ D HCM2k95thQ: 4 18 18 11 24 3 3 1 2 5 5 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-62 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 124 1571 498*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 432*** 1 2 554*** Loss Time (sec): 12 0 0 47 1 Critical V/C: 0.861 0 37 0 Avg Crit Del (sec/veh): 59.8 1 104 1 Avg Delay (sec/veh): 52.3 1 403 LOS: D- Lanes: 1 0 2 1 0 Final Vol: 96 1027*** 114 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 23 May 2017 << 05:00:00 PM Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 53 153 46 246 49 67 398 35 86 253 31 94 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 96 1027 114 498 1571 124 432 47 104 403 37 554 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 1027 114 498 1571 124 432 47 104 403 37 554 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 1027 114 498 1571 124 432 47 104 403 37 554 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 1027 114 498 1571 124 432 47 104 403 37 554 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.69 0.31 2.00 3.00 1.00 1.00 1.00 1.00 1.83 0.17 2.00 Final Sat.: 1750 5040 559 3150 5700 1750 1750 1900 1750 3251 299 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.20 0.20 0.16 0.28 0.07 0.25 0.02 0.06 0.12 0.12 0.18 Crit Moves **** **** **** **** Green Time: 9.4 31.9 31.9 24.8 47.3 47.3 38.7 38.7 38.7 27.6 27.6 27.6 Volume/Cap: 0.79 0.86 0.86 0.86 0.79 0.20 0.86 0.09 0.21 0.61 0.61 0.86 Delay/Veh: 89.6 55.4 55.4 66.0 41.5 30.8 59.7 35.3 36.7 50.3 50.3 63.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 89.6 55.4 55.4 66.0 41.5 30.8 59.7 35.3 36.7 50.3 50.3 63.3 LOS by Move: F E+ E+ E D C E+ D+ D+ D D E HCM2k95thQ: 9 27 27 23 34 7 35 3 7 16 16 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-63 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Signal=Protect/Ri ghts=lg nore Final Vol: 0 904*** 287 Lanes: 1 0 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 124 426 2 0 201 Loss Time (sec): 12 0 1 1348*** 3 Critical V/C: 0.694 2 613 0 7;11 Avg Crit Del (sec/veh): 40.0 0 327 1 Avg Delay (sec/veh): 41.4 2 207*** LOS: D t Lanes: 1 0 2 1 0 Final Vol: 152*** 314 88 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 23 May 2017 << 05:00:00 PM Base Vol: 152 314 88 287 904 429 426 1348 327 207 613 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 314 88 287 904 429 426 1348 327 207 613 201 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 152 314 88 287 904 429 426 1348 327 207 613 201 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 314 88 287 904 0 426 1348 327 207 613 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 314 88 287 904 0 426 1348 327 207 613 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 314 88 287 904 0 426 1348 327 207 613 201 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 1.00 2.32 0.68 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.23 0.77 Final Sat.: 1750 4373 1225 1750 3800 1750 3150 5700 1750 3150 4215 1382 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.07 0.07 0.16 0.24 0.00 0.14 0.24 0.19 0.07 0.15 0.15 Crit Moves: **** **** **** **** Green Time: 15.5 19.1 19.1 38.9 42.5 0.0 26.0 42.2 42.2 11.7 28.0 28.0 Volume/Cap: 0.69 0.47 0.47 0.52 0.69 0.00 0.64 0.69 0.55 0.69 0.64 0.64 Delay/Veh: 61.2 48.2 48.2 35.9 36.8 0.0 47.0 36.4 34.2 61.3 44.7 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.2 48.2 48.2 35.9 36.8 0.0 47.0 36.4 34.2 61.3 44.7 44.7 LOS by Move: E D D D+ D+ A D D+ C- E D D HCM2k95thQ: 12 9 9 16 24 0 15 22 16 9 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Page 2-64 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=lg nore Final Vol: 0 1000*** 460 Lanes: 1 0 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 5/23/2017 Rights=Include Lanes: Final Vol: Cycle Time (sec): 124 566*** 2 0 268 Loss Time (sec): 12 0 1 1419 3 Critical V/C: 0.782 2 674*** 0 7;11 Avg Crit Del (sec/veh): 47.4 0 337 1 Avg Delay (sec/veh): 44.5 2 207 LOS: D t Lanes: 1 0 2 1 0 Final Vol: 166*** 360 88 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 23 May 2017 << 05:00:00 PM Base Vol: 152 314 88 287 904 429 426 1348 327 207 613 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 314 88 287 904 429 426 1348 327 207 613 201 Added Vol: 14 46 0 173 96 131 140 71 10 0 61 67 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 166 360 88 460 1000 560 566 1419 337 207 674 268 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 166 360 88 460 1000 0 566 1419 337 207 674 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 166 360 88 460 1000 0 566 1419 337 207 674 268 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 166 360 88 460 1000 0 566 1419 337 207 674 268 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.95 Lanes: 1.00 2.39 0.61 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.12 0.88 Final Sat.: 1750 4499 1100 1750 3800 1750 3150 5700 1750 3150 4005 1592 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.08 0.08 0.26 0.26 0.00 0.18 0.25 0.19 0.07 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 15.0 13.3 13.3 43.5 41.7 0.0 28.5 43.7 43.7 11.5 26.7 26.7 Volume/Cap: 0.78 0.74 0.74 0.75 0.78 0.00 0.78 0.71 0.55 0.71 0.78 0.78 Delay/Veh: 69.8 58.7 58.7 40.6 40.2 0.0 50.3 35.8 33.3 62.3 49.3 49.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 69.8 58.7 58.7 40.6 40.2 0.0 50.3 35.8 33.3 62.3 49.3 49.3 LOS by Move: E E+ E+ D D A D D+ C- E D D HCM2k95thQ: 13 11 11 27 28 0 21 22 15 9 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-65 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Sig nal=Permit/Rights=l nd u d e Signal=Permit Final Vol: Lanes: Rights=Include 1 0 0 1 1 0 0 2 1! 0 Vol Cnt Date: 1/10/2018 1 0 Rights=Include Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1192*** 73 0 1 1 0 1 Signal=Permit Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 0 34 Loss Time (sec): 6 0 Critical V/C: 0.367 1! 1*** Avg Crit Del (sec/veh): 3.6 0 Avg Delay (sec/veh): 3.0 0 11 LOS: A -4) *t t t Lanes: 1 0 1 1 0 Final Vol: 1 459 13 Sig nal=Permit/Rights=l nd u d e Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 1 459 13 73 1192 2 1 2 1 11 1 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 459 13 73 1192 2 1 2 1 11 1 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 459 13 73 1192 2 1 2 1 11 1 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 459 13 73 1192 2 1 2 1 11 1 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 459 13 73 1192 2 1 2 1 11 1 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 459 13 73 1192 2 1 2 1 11 1 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.94 0.06 1.00 1.99 0.01 0.25 0.50 0.25 0.24 0.02 0.74 Final Sat.: 1750 3598 102 1750 3694 6 438 875 438 418 38 1293 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.13 0.13 0.04 0.32 0.32 0.00 0.00 0.00 0.03 0.03 0.03 Crit Moves: **** **** Green Time: 109.0 109 109.0 109.0 109 109.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.00 0.15 0.15 0.05 0.37 0.37 0.03 0.03 0.03 0.33 0.33 0.33 Delay/Veh: 1.0 1.2 1.2 1.1 1.6 1.6 53.1 53.1 53.1 55.7 55.7 55.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.0 1.2 1.2 1.1 1.6 1.6 53.1 53.1 53.1 55.7 55.7 55.7 LOS by Move: A A A A A A D- D- D- E+ E+ E+ HCM2k95thQ: 0 3 3 1 9 9 0 0 0 4 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-66 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #33: Miller Avenue / Calle De Barcelona Sig nal=Permit/Rights=l nd u d e Final Vol: 2 1299"* 73 Lanes: 0 1 4 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 1 0 0 34 Loss Time (sec): 6 0 0 2 11 Critical V/C: 0.397 1! 1- 0 � Avg Crit Del (sec/veh): 3.5 � 0 1 0 Avg Delay (sec/veh): 2.9 0 11 LOS: A t Lanes: 1 0 1 1 0 Final Vol: 1 520 13 Sig nal=Permit/Rights=l nd u d e Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 1 459 13 73 1192 2 1 2 1 11 1 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 459 13 73 1192 2 1 2 1 11 1 34 Added Vol: 0 61 0 0 107 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 520 13 73 1299 2 1 2 1 11 1 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 520 13 73 1299 2 1 2 1 11 1 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 520 13 73 1299 2 1 2 1 11 1 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 520 13 73 1299 2 1 2 1 11 1 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.95 0.05 1.00 1.99 0.01 0.25 0.50 0.25 0.24 0.02 0.74 Final Sat.: 1750 3610 90 1750 3694 6 438 875 438 418 38 1293 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.14 0.14 0.04 0.35 0.35 0.00 0.00 0.00 0.03 0.03 0.03 Crit Moves: **** **** Green Time: 109.0 109 109.0 109.0 109 109.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.00 0.17 0.17 0.05 0.40 0.40 0.03 0.03 0.03 0.33 0.33 0.33 Delay/Veh: 1.0 1.2 1.2 1.1 1.7 1.7 53.1 53.1 53.1 55.7 55.7 55.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.0 1.2 1.2 1.1 1.7 1.7 53.1 53.1 53.1 55.7 55.7 55.7 LOS by Move: A A A A A A D- D- D- E+ E+ E+ HCM2k95thQ: 0 3 3 1 10 10 0 0 0 4 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-67 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq PM Intersection #34: Miller Avenue / Phil Lane Sig nal=Permit/Rights=l nd u d e Final Vol: 26 1111*** 65 Lanes: 0 1 4 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 23 0 1 30 Loss Time (sec): 6 1 0 3 0 Critical V/C: 0.354 0 2- o � Avg Crit Del (sec/veh): 3.3 � 1 26 1 Avg Delay (sec/veh): 4.1 0 34 LOS: A t Lanes: 1 0 1 1 0 Final Vol: 17 423 40 Sig nal=Permit/Rights=l ncl u d e Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 17 423 40 65 1111 26 23 3 26 34 2 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 423 40 65 1111 26 23 3 26 34 2 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 423 40 65 1111 26 23 3 26 34 2 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 423 40 65 1111 26 23 3 26 34 2 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 423 40 65 1111 26 23 3 26 34 2 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 423 40 65 1111 26 23 3 26 34 2 30 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.82 0.18 1.00 1.95 0.05 0.88 0.12 1.00 0.94 0.06 1.00 Final Sat.: 1750 3380 320 1750 3615 85 1592 208 1750 1700 100 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.13 0.13 0.04 0.31 0.31 0.01 0.01 0.01 0.02 0.02 0.02 Crit Moves: **** **** Green Time: 64.0 64.0 64.0 64.0 64.0 64.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.16 0.16 0.05 0.38 0.38 0.12 0.12 0.12 0.16 0.16 0.14 Delay/Veh: 1.6 1.9 1.9 1.7 2.4 2.4 31.3 31.3 31.3 31.6 31.6 31.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.6 1.9 1.9 1.7 2.4 2.4 31.3 31.3 31.3 31.6 31.6 31.4 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 3 3 1 8 8 1 1 1 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-68 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq PM Housinq Rich Alternative Intersection #34: Miller Avenue / Phil Lane Sig nal=Permit/Rights=l nd u d e Final Vol: 26 1204*** 79 Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 23 0 1 39 Loss Time (sec): 6 1 0 3 0 Critical V/C: 0.381 0 2- o � Avg Crit Del (sec/veh): 3.3 � 1 26 1 Avg Delay (sec/veh): 4.2 0 34 LOS: A t Lanes: 1 0 1 1 0 Final Vol: 17 475 40 Sig nal=Permit/Rights=l ncl u d e Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 17 423 40 65 1111 26 23 3 26 34 2 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 423 40 65 1111 26 23 3 26 34 2 30 Added Vol: 0 52 0 14 93 0 0 0 0 0 0 9 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 17 475 40 79 1204 26 23 3 26 34 2 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 475 40 79 1204 26 23 3 26 34 2 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 475 40 79 1204 26 23 3 26 34 2 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 475 40 79 1204 26 23 3 26 34 2 39 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.84 0.16 1.00 1.96 0.04 0.88 0.12 1.00 0.94 0.06 1.00 Final Sat.: 1750 3412 287 1750 3622 78 1592 208 1750 1700 100 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.14 0.14 0.05 0.33 0.33 0.01 0.01 0.01 0.02 0.02 0.02 Crit Moves: **** **** Green Time: 64.0 64.0 64.0 64.0 64.0 64.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.17 0.17 0.06 0.42 0.42 0.12 0.12 0.12 0.16 0.16 0.18 Delay/Veh: 1.6 1.9 1.9 1.7 2.5 2.5 31.3 31.3 31.3 31.6 31.6 31.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.6 1.9 1.9 1.7 2.5 2.5 31.3 31.3 31.3 31.6 31.6 31.7 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 3 3 1 9 9 1 1 1 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-69 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 184 487- 393 Lanes: 1 0 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 82 1 0 133 Loss Time (sec): 12 0 1 839**' 1 Critical V/C: 0.705 1 500 1 � Avg Crit Del (sec/veh): 44.1 � 0 89 0 Avg Delay (sec/veh): 41.5 1 138 - LOS: D Lanes: 1 0 2 0 1 Final Vol: 99*"* 236 103 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 99 236 103 393 487 184 82 839 89 138 500 133 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 236 103 393 487 184 82 839 89 138 500 133 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 236 103 393 487 184 82 839 89 138 500 133 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 236 103 393 487 184 82 839 89 138 500 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 236 103 393 487 184 82 839 89 138 500 133 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 236 103 393 487 184 82 839 89 138 500 133 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.80 0.20 1.00 1.57 0.43 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3345 355 1750 2922 777 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.06 0.06 0.12 0.26 0.11 0.05 0.25 0.25 0.08 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 10.8 22.3 37.4 37.6 49.1 49.1 14.7 48.0 48.0 15.1 48.4 48.4 Volume/Cap: 0.71 0.38 0.21 0.45 0.71 0.29 0.43 0.71 0.71 0.71 0.48 0.48 Delay/Veh: 75.6 50.5 37.7 40.5 40.1 30.8 57.8 39.2 39.2 68.9 33.8 33.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.6 50.5 37.7 40.5 40.1 30.8 57.8 39.2 39.2 68.9 33.8 33.8 LOS by Move: E- D D+ D D C E+ D D E C- C- HCM2k95thQ: 9 8 7 15 30 11 7 29 29 12 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-70 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 194 527- 436 Lanes: 1 0 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 86 1 0 153 Loss Time (sec): 12 0 1 839**' 1 Critical V/C: 0.728 1 500 1 Avg Crit Del (sec/veh): 45.2 0 89 0 Avg Delay (sec/veh): 42.2 1 138 - LOS: D Lanes: 1 0 2 0 1 Final Vol: 99*"* 263 103 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 99 236 103 393 487 184 82 839 89 138 500 133 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 236 103 393 487 184 82 839 89 138 500 133 Added Vol: 0 27 0 43 40 10 4 0 0 0 0 20 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 263 103 436 527 194 86 839 89 138 500 153 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 263 103 436 527 194 86 839 89 138 500 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 263 103 436 527 194 86 839 89 138 500 153 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 263 103 436 527 194 86 839 89 138 500 153 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.80 0.20 1.00 1.52 0.48 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3345 355 1750 2832 867 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.07 0.06 0.14 0.28 0.11 0.05 0.25 0.25 0.08 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 10.5 21.6 36.2 40.3 51.4 51.4 13.9 46.5 46.5 14.6 47.2 47.2 Volume/Cap: 0.73 0.43 0.22 0.46 0.73 0.29 0.48 0.73 0.73 0.73 0.50 0.50 Delay/Veh: 78.8 51.7 38.7 38.9 39.6 29.4 59.1 40.9 40.9 71.6 35.0 35.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.8 51.7 38.7 38.9 39.6 29.4 59.1 40.9 40.9 71.6 35.0 35.0 LOS by Move: E- D- D+ D+ D C E+ D D E C- C- HCM2k95thQ: 9 9 7 16 32 11 7 30 30 12 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-71 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq PM Intersection #36: Miller Avenue / Rainbow Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 112 469*** 51 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 90 86*** 1 1 34 Loss Time (sec): 12 0 0 148 1 Critical V/C: 0.411 1 93- 0 � Avg Crit Del (sec/veh): 19.7 � 0 58 1 Avg Delay (sec/veh): 22.8 1 29 LOS: C+ Lanes: 1 0 1 0 1 Final Vol: 19*** 208 26 Signal=Protect/Ri ghts=l ncl ude Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 19 208 26 51 469 112 86 148 58 29 93 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 208 26 51 469 112 86 148 58 29 93 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 208 26 51 469 112 86 148 58 29 93 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 208 26 51 469 112 86 148 58 29 93 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 208 26 51 469 112 86 148 58 29 93 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 208 26 51 469 112 86 148 58 29 93 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.11 0.01 0.03 0.25 0.06 0.05 0.08 0.03 0.02 0.05 0.02 Crit Moves: **** **** **** **** Green Time: 7.0 34.0 34.0 23.8 50.8 50.8 10.1 11.9 11.9 8.3 10.1 10.1 Volume/Cap: 0.14 0.29 0.04 0.11 0.44 0.11 0.44 0.59 0.25 0.18 0.44 0.17 Delay/Veh: 39.2 19.8 17.7 25.2 11.6 9.2 38.8 40.5 35.6 38.2 38.8 36.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 19.8 17.7 25.2 11.6 9.2 38.8 40.5 35.6 38.2 38.8 36.6 LOS by Move: D B- B C B+ A D+ D D+ D+ D+ D+ HCM2k95thQ: 1 8 1 2 14 3 6 9 4 2 6 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-72 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existinq PM Housinq Rich Alternative Intersection #36: Miller Avenue / Rainbow Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 112 509*** 51 Lanes: 1 0 4 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 90 86*** 1 1 34 Loss Time (sec): 12 0 0 148 1 Critical V/C: 0.435 1 93- 0 Avg Crit Del (sec/veh): 19.3 0 58 1 Avg Delay (sec/veh): 22.5 1 29 LOS: C+ Lanes: 1 0 1 0 1 Final Vol: 19*** 235 26 Signal=Protect/Ri ghts=l ncl ude Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 19 208 26 51 469 112 86 148 58 29 93 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 208 26 51 469 112 86 148 58 29 93 34 Added Vol: 0 27 0 0 40 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 19 235 26 51 509 112 86 148 58 29 93 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 235 26 51 509 112 86 148 58 29 93 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 235 26 51 509 112 86 148 58 29 93 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 235 26 51 509 112 86 148 58 29 93 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.12 0.01 0.03 0.27 0.06 0.05 0.08 0.03 0.02 0.05 0.02 Crit Moves: **** **** **** **** Green Time: 7.0 35.9 35.9 22.6 51.5 51.5 9.5 11.4 11.4 8.0 10.0 10.0 Volume/Cap: 0.14 0.31 0.04 0.12 0.47 0.11 0.47 0.61 0.26 0.19 0.44 0.17 Delay/Veh: 39.2 18.8 16.5 26.1 11.5 8.8 39.8 41.8 36.1 38.6 38.9 36.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 18.8 16.5 26.1 11.5 8.8 39.8 41.8 36.1 38.6 38.9 36.7 LOS by Move: D B- B C B+ A D D D+ D+ D+ D+ HCM2k95thQ: 1 8 1 2 15 3 6 10 4 2 6 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-73 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #37: Finch Avenue / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 50 0 60*** Lanes: 1 0 4 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 134 1 0 82 Loss Time (sec): 12 0 1 1366*** 2 Critical V/C: 0.468 2 868 1 � Avg Crit Del (sec/veh): 21.4 � 0 114 0 Avg Delay (sec/veh): 21.6 1 144*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 98*** 0 72 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 98 0 72 60 0 50 134 1366 114 144 868 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 0 72 60 0 50 134 1366 114 144 868 82 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 98 0 72 60 0 50 134 1366 114 144 868 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 0 72 60 0 50 134 1366 114 144 868 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 0 72 60 0 50 134 1366 114 144 868 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 0 72 60 0 50 134 1366 114 144 868 82 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.76 0.24 1.00 2.73 0.27 Final Sat.: 1750 0 1750 3150 0 1750 1750 5168 431 1750 5116 483 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.04 0.02 0.00 0.03 0.08 0.26 0.26 0.08 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 14.3 0.0 35.4 4.9 0.0 34.1 29.2 67.7 67.7 21.1 59.5 59.5 Volume/Cap: 0.47 0.00 0.14 0.47 0.00 0.10 0.31 0.47 0.47 0.47 0.34 0.34 Delay/Veh: 50.9 0.0 31.2 59.0 0.0 31.7 37.6 15.6 15.6 45.6 18.4 18.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.9 0.0 31.2 59.0 0.0 31.7 37.6 15.6 15.6 45.6 18.4 18.4 LOS by Move: D A C E+ A C D+ B B D B- B- HCM2k95thQ: 8 0 4 4 0 3 8 19 19 10 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Page 2-74 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #37: Finch Avenue / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 50 0 60*** Lanes: 1 0 4 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 134 1 0 82 Loss Time (sec): 12 0 1 1610*** 2 Critical V/C: 0.517 2 996 1 Avg Crit Del (sec/veh): 20.0 0 114 0 Avg Delay (sec/veh): 20.2 1 144*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 98*** 0 72 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 98 0 72 60 0 50 134 1366 114 144 868 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 0 72 60 0 50 134 1366 114 144 868 82 Added Vol: 0 0 0 0 0 0 0 244 0 0 128 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 98 0 72 60 0 50 134 1610 114 144 996 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 0 72 60 0 50 134 1610 114 144 996 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 0 72 60 0 50 134 1610 114 144 996 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 0 72 60 0 50 134 1610 114 144 996 82 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.79 0.21 1.00 2.76 0.24 Final Sat.: 1750 0 1750 3150 0 1750 1750 5229 370 1750 5173 426 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.04 0.02 0.00 0.03 0.08 0.31 0.31 0.08 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 13.0 0.0 32.1 4.4 0.0 31.8 27.4 71.5 71.5 19.1 63.2 63.2 Volume/Cap: 0.52 0.00 0.15 0.52 0.00 0.11 0.34 0.52 0.52 0.52 0.37 0.37 Delay/Veh: 53.0 0.0 33.7 60.8 0.0 33.5 39.2 14.3 14.3 47.9 16.7 16.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.0 0.0 33.7 60.8 0.0 33.5 39.2 14.3 14.3 47.9 16.7 16.7 LOS by Move: D- A C- E A C- D B B D B B HCM2k95thQ: 9 0 4 4 0 3 8 22 22 10 14 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-75 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 30 1 0 0 1074*** 2 0 Signal=Protect 226 1 Signal=Spl it/Rights=l ncl u d e 76*** 189 65 0 0 1! 0 0 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 19 Loss Time (sec): 12 1 Critical V/C: 0.761 1 801 Avg Crit Del (sec/veh): 47.8 0 Avg Delay (sec/veh): 43.2 1 91*** LOS: D -4) *t t t Lanes: 0 1 0 0 1 Final Vol: 248*** 59 135 Signal=Spl it/Rights=Oved ap Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 248 59 135 65 189 76 30 1074 226 91 801 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 59 135 65 189 76 30 1074 226 91 801 19 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 248 59 135 65 189 76 30 1074 226 91 801 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 248 59 135 65 189 76 30 1074 226 91 801 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 59 135 65 189 76 30 1074 226 91 801 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 248 59 135 65 189 76 30 1074 226 91 801 19 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.81 0.19 1.00 0.20 0.57 0.23 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1454 346 1750 345 1002 403 1750 3800 1750 1750 3614 86 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.08 0.19 0.19 0.19 0.02 0.28 0.13 0.05 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 30.2 30.2 39.5 33.4 33.4 33.4 11.2 50.1 50.1 9.2 48.1 48.1 Volume/Cap: 0.76 0.76 0.26 0.76 0.76 0.76 0.21 0.76 0.35 0.76 0.62 0.62 Delay/Veh: 57.3 57.3 36.9 54.8 54.8 54.8 58.4 39.7 31.0 86.3 36.9 36.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.3 57.3 36.9 54.8 54.8 54.8 58.4 39.7 31.0 86.3 36.9 36.9 LOS by Move: E+ E+ D+ D- D- D- E+ D C F D+ D+ HCM2k95thQ: 23 23 9 27 27 27 2 33 13 8 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-76 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l nd u d e Signal=Protect Final Vol: Lanes: Rights=Include 30 1 0 0 1119*** 2 0 Signal=Protect 226 1 Signal=Spl it/Rights=l nd u d e 76*** 189 65 0 0 1! 0 4 0 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 19 Loss Time (sec): 12 1 Critical V/C: 0.788 1 833 Avg Crit Del (sec/veh): 49.5 0 Avg Delay (sec/veh): 43.8 1 112*** LOS: D -4) *t t t Lanes: 0 1 0 0 1 Final Vol: 248*** 59 166 Signal=Spl it/Rights=Oved ap Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 248 59 135 65 189 76 30 1074 226 91 801 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 59 135 65 189 76 30 1074 226 91 801 19 Added Vol: 0 0 31 0 0 0 0 45 0 21 32 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 248 59 166 65 189 76 30 1119 226 112 833 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 248 59 166 65 189 76 30 1119 226 112 833 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 59 166 65 189 76 30 1119 226 112 833 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 248 59 166 65 189 76 30 1119 226 112 833 19 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.81 0.19 1.00 0.20 0.57 0.23 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1454 346 1750 345 1002 403 1750 3800 1750 1750 3617 83 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.09 0.19 0.19 0.19 0.02 0.29 0.13 0.06 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 29.2 29.2 40.2 32.3 32.3 32.3 11.3 50.5 50.5 11.0 50.2 50.2 Volume/Cap: 0.79 0.79 0.32 0.79 0.79 0.79 0.20 0.79 0.35 0.79 0.62 0.62 Delay/Veh: 60.2 60.2 37.1 57.7 57.7 57.7 58.4 40.5 30.7 85.6 35.5 35.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.2 60.2 37.1 57.7 57.7 57.7 58.4 40.5 30.7 85.6 35.5 35.5 LOS by Move: E E D+ E+ E+ E+ E+ D C F D+ D+ HCM2k95thQ: 23 23 11 27 27 27 2 34 13 10 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-77 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #39: Tantau Avenue / Pruneridge Avenue Sig nal=Protect/Rights=Include Final Vol: 0 296 249 - Lanes: 0 0 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 79 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.396 0 0 0 � Avg Crit Del (sec/veh): 27.8 � 0 0 0 Avg Delay (sec/veh): 24.5 1 135`*` LOS: C Lanes: 0 0 1 0 1 Final Vol: 0 205 399`*` Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 205 399 249 296 0 0 0 0 135 0 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 205 399 249 296 0 0 0 0 135 0 79 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 205 399 249 296 0 0 0 0 135 0 79 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 205 399 249 296 0 0 0 0 135 0 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 205 399 249 296 0 0 0 0 135 0 79 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 205 399 249 296 0 0 0 0 135 0 79 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.23 0.14 0.16 0.00 0.00 0.00 0.00 0.08 0.00 0.05 Crit Moves: **** **** **** Green Time: 0.0 53.4 80.7 50.3 104 0.0 0.0 0.0 0.0 27.3 0.0 27.3 Volume/Cap: 0.00 0.28 0.40 0.40 0.21 0.00 0.00 0.00 0.00 0.40 0.00 0.23 Delay/Veh: 0.0 30.3 16.5 33.9 5.6 0.0 0.0 0.0 0.0 49.9 0.0 47.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 30.3 16.5 33.9 5.6 0.0 0.0 0.0 0.0 49.9 0.0 47.9 LOS by Move: A C B C- A A A A A D A D HCM2k95thQ: 0 11 18 15 7 0 0 0 0 10 0 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-78 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #39: Tantau Avenue / Pruneridge Avenue Sig nal=Protect/Rights=Include Final Vol: 0 317 249 - Lanes: 0 0 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 79 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.427 0 0 0 � Avg Crit Del (sec/veh): 27.6 � 0 0 0 Avg Delay (sec/veh): 24.8 1 172`*` LOS: C Lanes: 0 0 1 0 1 Final Vol: 0 236 451`*` Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 205 399 249 296 0 0 0 0 135 0 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 205 399 249 296 0 0 0 0 135 0 79 Added Vol: 0 31 52 0 21 0 0 0 0 37 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 236 451 249 317 0 0 0 0 172 0 79 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 236 451 249 317 0 0 0 0 172 0 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 236 451 249 317 0 0 0 0 172 0 79 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 236 451 249 317 0 0 0 0 172 0 79 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.26 0.14 0.17 0.00 0.00 0.00 0.00 0.10 0.00 0.05 Crit Moves: **** **** **** Green Time: 0.0 52.2 84.4 46.6 98.8 0.0 0.0 0.0 0.0 32.2 0.0 32.2 Volume/Cap: 0.00 0.33 0.43 0.43 0.24 0.00 0.00 0.00 0.00 0.43 0.00 0.20 Delay/Veh: 0.0 31.7 15.2 36.8 7.4 0.0 0.0 0.0 0.0 46.8 0.0 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.7 15.2 36.8 7.4 0.0 0.0 0.0 0.0 46.8 0.0 43.7 LOS by Move: A C B D+ A A A A A D A D HCM2k95thQ: 0 13 20 16 9 0 0 0 0 13 0 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-79 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 36 454 5 - Lanes: 0 1 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 90 88 1 0 5 Loss Time (sec): 12 0 0 8... 1! Critical V/C: 0.442 1! 3- 0 Avg Crit Del (sec/veh): 20.3 0 96 1 Avg Delay (sec/veh): 18.3 0 22 LOS: 13 - Lanes: 2 0 0 1 0 Final Vol: 43 540... 10 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 43 540 10 5 454 36 88 8 96 22 3 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 540 10 5 454 36 88 8 96 22 3 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 540 10 5 454 36 88 8 96 22 3 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 540 10 5 454 36 88 8 96 22 3 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 540 10 5 454 36 88 8 96 22 3 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 540 10 5 454 36 88 8 96 22 3 5 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.98 0.02 1.00 1.85 0.15 1.44 0.08 1.48 0.73 0.10 0.17 Final Sat.: 3150 1767 33 1750 3428 272 2520 140 2590 1283 175 292 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.31 0.31 0.00 0.13 0.13 0.03 0.06 0.04 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 21.5 51.0 51.0 7.0 36.5 36.5 10.0 10.0 31.5 10.0 10.0 10.0 Volume/Cap: 0.06 0.54 0.54 0.04 0.33 0.33 0.31 0.51 0.11 0.15 0.15 0.15 Delay/Veh: 26.5 12.8 12.8 38.5 18.4 18.4 37.1 38.9 19.8 36.5 36.5 36.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 26.5 12.8 12.8 38.5 18.4 18.4 37.1 38.9 19.8 36.5 36.5 36.5 LOS by Move: C B B D+ B- B- D+ D+ B- D+ D+ D+ HCM2k95thQ: 1 18 18 0 9 9 4 7 3 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-80 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 36 512 5 - Lanes: 0 1 4 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 90 88 1 0 5 Loss Time (sec): 12 0 0 8... 1! Critical V/C: 0.494 1! 3- 0 Avg Crit Del (sec/veh): 20.6 0 96 1 Avg Delay (sec/veh): 18.5 0 22 LOS: 13 - Lanes: 2 0 0 1 0 Final Vol: 43 622... 10 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 43 540 10 5 454 36 88 8 96 22 3 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 540 10 5 454 36 88 8 96 22 3 5 Added Vol: 0 82 0 0 58 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 622 10 5 512 36 88 8 96 22 3 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 622 10 5 512 36 88 8 96 22 3 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 622 10 5 512 36 88 8 96 22 3 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 622 10 5 512 36 88 8 96 22 3 5 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.98 0.02 1.00 1.86 0.14 1.44 0.08 1.48 0.73 0.10 0.17 Final Sat.: 3150 1772 28 1750 3457 243 2520 140 2590 1283 175 292 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.35 0.35 0.00 0.15 0.15 0.03 0.06 0.04 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 20.0 51.0 51.0 7.0 38.0 38.0 10.0 10.0 30.0 10.0 10.0 10.0 Volume/Cap: 0.06 0.62 0.62 0.04 0.35 0.35 0.31 0.51 0.11 0.15 0.15 0.15 Delay/Veh: 27.7 14.2 14.2 38.5 17.8 17.8 37.1 38.9 20.8 36.5 36.5 36.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.7 14.2 14.2 38.5 17.8 17.8 37.1 38.9 20.8 36.5 36.5 36.5 LOS by Move: C B B D+ B B D+ D+ C+ D+ D+ D+ HCM2k95thQ: 1 22 22 0 10 10 4 7 3 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-81 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 256*** 452 9 Lanes: 1 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 215 1 0 9 Loss Time (sec): 12 1 0 6 o Critical V/C: 0.403 1! 49*** 0 Avg Crit Del (sec/veh): 34.5 0 215`"* 1 Avg Delay (sec/veh): 31.3 0 27 LOS: C t Lanes: 1 0 1 1 0 Final Vol: 75*** 290 6 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 75 290 6 9 452 256 215 6 215 27 49 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 75 290 6 9 452 256 215 6 215 27 49 9 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 75 290 6 9 452 256 215 6 215 27 49 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 75 290 6 9 452 256 215 6 215 27 49 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 290 6 9 452 256 215 6 215 27 49 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 75 290 6 9 452 256 215 6 215 27 49 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.95 0.05 1.00 0.32 0.58 0.10 Final Sat.: 1750 3625 75 1750 3800 1750 3454 96 1750 556 1009 185 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.08 0.08 0.01 0.12 0.15 0.06 0.06 0.12 0.05 0.05 0.05 Crit Moves: **** **** **** **** Green Time: 12.2 31.8 45.7 22.2 41.8 41.8 35.1 35.1 35.1 13.9 13.9 13.9 Volume/Cap: 0.40 0.29 0.20 0.03 0.33 0.40 0.20 0.20 0.40 0.40 0.40 0.40 Delay/Veh: 49.4 32.9 22.8 37.6 26.6 27.7 29.7 29.7 32.1 48.0 48.0 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 49.4 32.9 22.8 37.6 26.6 27.7 29.7 29.7 32.1 48.0 48.0 48.0 LOS by Move: D C- C+ D+ C C C C C- D D D HCM2k95thQ: 5 8 7 1 11 13 6 6 12 7 7 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-82 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 314*** 452 9 Lanes: 1 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 296 1 0 9 Loss Time (sec): 12 1 0 6 o Critical V/C: 0.588 1! 49*** 0 Avg Crit Del (sec/veh): 38.6 0 353`"* 1 Avg Delay (sec/veh): 34.5 0 27 LOS: C- t Lanes: 1 0 1 1 0 Final Vol: 169*** 291 6 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 75 290 6 9 452 256 215 6 215 27 49 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 75 290 6 9 452 256 215 6 215 27 49 9 Added Vol: 94 1 0 0 0 58 81 0 138 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 169 291 6 9 452 314 296 6 353 27 49 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 291 6 9 452 314 296 6 353 27 49 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 291 6 9 452 314 296 6 353 27 49 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 291 6 9 452 314 296 6 353 27 49 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.96 0.04 1.00 0.32 0.58 0.10 Final Sat.: 1750 3625 75 1750 3800 1750 3479 71 1750 556 1009 185 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.08 0.08 0.01 0.12 0.18 0.09 0.09 0.20 0.05 0.05 0.05 Crit Moves: **** **** **** **** Green Time: 18.8 31.6 41.6 22.1 34.9 34.9 39.3 39.3 39.3 10.0 10.0 10.0 Volume/Cap: 0.59 0.29 0.22 0.03 0.39 0.59 0.25 0.25 0.59 0.56 0.56 0.56 Delay/Veh: 47.8 33.0 25.5 37.7 31.9 35.7 27.4 27.4 32.8 55.0 55.0 55.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.8 33.0 25.5 37.7 31.9 35.7 27.4 27.4 32.8 55.0 55.0 55.0 LOS by Move: D C- C D+ C D+ C C C- D- D- D- HCM2k95thQ: 11 8 7 1 12 18 8 8 20 8 8 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-83 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Signal=Split/Rights=l nclude Signal=Protect Final Vol: Lanes: Rights=Include 175 1 0 2 1314*** 2 1 Signal=Protect 63 0 Signal=Split/Rights=l nclude 240 0 458*** 1 0 0 0 2 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 1 109 Loss Time (sec): 12 0 Critical V/C: 0.614 3 855 Avg Crit Del (sec/veh): 43.8 0 Avg Delay (sec/veh): 42.8 1 167*** LOS: D -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 56 29*** 51 Signal=Spl it/Rights=l ncl u d e Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 56 29 51 458 0 240 175 1314 63 167 855 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 56 29 51 458 0 240 175 1314 63 167 855 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 56 29 51 458 0 240 175 1314 63 167 855 109 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.41 0.21 0.38 2.00 0.00 1.00 1.00 2.86 0.14 1.00 3.00 1.00 Final Sat.: 721 373 656 3150 0 1750 1750 5343 256 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.15 0.00 0.14 0.10 0.25 0.25 0.10 0.15 0.06 Crit Moves **** **** **** **** Green Time: 19.0 19.0 19.0 35.5 0.0 35.5 33.4 60.1 60.1 23.3 50.1 85.6 Volume/Cap: 0.61 0.61 0.61 0.61 0.00 0.58 0.45 0.61 0.61 0.61 0.45 0.11 Delay/Veh: 67.1 67.1 67.1 52.6 0.0 52.6 51.2 36.2 36.2 63.2 39.3 14.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.1 67.1 67.1 52.6 0.0 52.6 51.2 36.2 36.2 63.2 39.3 14.8 LOS by Move: E E E D- A D- D- D+ D+ E D B HCM2k95thQ: 12 12 12 20 0 19 14 29 29 15 18 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Page 2-84 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Signal=Split/Rights=l nclude Signal=Protect Final Vol: Lanes: Rights=Include 176 1 0 2 1513*** 2 1 Signal=Protect 107 0 Signal=Split/Rights=l nclude 240 0 596*** 1 0 0 0 2 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 1 189 Loss Time (sec): 12 0 Critical V/C: 0.722 3 975 Avg Crit Del (sec/veh): 46.9 0 Avg Delay (sec/veh): 44.2 1 167*** LOS: D -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 64 43*** 51 Signal=Spl it/Rights=l ncl u d e Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 8 14 0 138 0 0 1 199 44 0 120 80 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 43 51 596 0 240 176 1513 107 167 975 189 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 43 51 596 0 240 176 1513 107 167 975 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 43 51 596 0 240 176 1513 107 167 975 189 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 64 43 51 596 0 240 176 1513 107 167 975 189 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.41 0.27 0.32 2.00 0.00 1.00 1.00 2.79 0.21 1.00 3.00 1.00 Final Sat.: 709 476 565 3150 0 1750 1750 5230 370 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.19 0.00 0.14 0.10 0.29 0.29 0.10 0.17 0.11 Crit Moves **** **** **** **** Green Time: 18.8 18.8 18.8 39.3 0.0 39.3 29.6 60.1 60.1 19.8 50.3 89.6 Volume/Cap: 0.72 0.72 0.72 0.72 0.00 0.52 0.51 0.72 0.72 0.72 0.51 0.18 Delay/Veh: 74.3 74.3 74.3 53.5 0.0 48.4 55.0 39.1 39.1 73.1 40.2 13.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 74.3 74.3 74.3 53.5 0.0 48.4 55.0 39.1 39.1 73.1 40.2 13.7 LOS by Move: E E E D- A D D- D D E D B HCM2k95thQ: 15 15 15 26 0 18 14 35 35 15 21 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-85 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 37 1 0 0 1! 0 0 1765*** 2 1 Vol Cnt Date: 1/17/2018 122 0 Rights=Include Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 85 6*** 140 0 0 1! 0 0 Signal=Protect Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 7 Loss Time (sec): 9 1 Critical V/C: 0.627 2 962 Avg Crit Del (sec/veh): 49.4 0 Avg Delay (sec/veh): 40.5 1 199*** LOS: D -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 94 1 87 Sig nal=Permit/Rights=l ncl u d e Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 1 82 132 6 80 35 1659 115 187 904 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 1 87 140 6 85 37 1765 122 199 962 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 1 87 140 6 85 37 1765 122 199 962 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 1 87 140 6 85 37 1765 122 199 962 7 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.60 0.03 0.37 1.00 2.80 0.20 1.00 2.98 0.02 Final Sat.: 901 10 839 1060 48 642 1750 5236 363 1750 5557 43 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.13 0.13 0.13 0.02 0.34 0.34 0.11 0.17 0.17 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.38 0.38 0.38 0.23 0.95 0.95 0.49 0.35 0.35 Delay/Veh: 31.3 31.3 31.3 32.4 32.4 32.4 55.3 52.0 52.0 44.3 20.4 20.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 32.4 32.4 32.4 55.3 52.0 52.0 44.3 20.4 20.4 LOS by Move: C C C C- C- C- E+ D- D- D C+ C+ HCM2k95thQ: 11 11 11 14 14 14 3 44 44 14 15 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-86 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 37 1 0 0 1! 0 0 2122*** 2 1 Vol Cnt Date: 1/17/2018 122 0 Rights=Include Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 85 6*** 140 0 0 1! 0 0 Signal=Protect Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 7 Loss Time (sec): 9 1 Critical V/C: 0.695 2 1174 Avg Crit Del (sec/veh): 97.3 0 Avg Delay (sec/veh): 72.0 1 199*** LOS: E -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 94 1 87 Sig nal=Permit/Rights=l ncl u d e Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 336 0 0 200 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 88 1 82 132 6 80 35 1995 115 187 1104 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 1 87 140 6 85 37 2122 122 199 1174 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 1 87 140 6 85 37 2122 122 199 1174 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 1 87 140 6 85 37 2122 122 199 1174 7 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.60 0.03 0.37 1.00 2.83 0.17 1.00 2.98 0.02 Final Sat.: 901 10 839 1060 48 642 1750 5294 305 1750 5565 35 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.13 0.13 0.13 0.02 0.40 0.40 0.11 0.21 0.21 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.38 0.38 0.38 0.23 1.13 1.13 0.49 0.43 0.43 Delay/Veh: 31.3 31.3 31.3 32.4 32.4 32.4 55.3 109 108.7 44.3 21.4 21.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 32.4 32.4 32.4 55.3 109 108.7 44.3 21.4 21.4 LOS by Move: C C C C- C- C- E+ F F D C+ C+ HCM2k95thQ: 11 11 11 14 14 14 3 65 65 14 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-87 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 65 433 360"' Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 0 0 0 Loss Time (sec): 12 0 0 956- 3 Critical V/C: 0.495 3 933 0 7;11 Avg Crit Del (sec/veh): 62.3 0 548 1 Avg Delay (sec/veh): 52.7 2 304 - LOS: D- -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 16... 0 48 Signal=Spl it/Rights=l ncl u d e Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 0 55 413 496 74 0 1096 628 349 1070 0 User Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 0 48 360 433 65 0 956 548 304 933 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 0 48 360 433 65 0 956 548 304 933 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 0 48 360 433 65 0 956 548 304 933 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.28 1.50 0.22 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2247 2699 403 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.16 0.16 0.16 0.00 0.17 0.31 0.10 0.16 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 35.9 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.13 0.00 0.13 0.57 0.57 0.57 0.00 0.79 0.64 0.60 0.44 0.00 Delay/Veh: 47.5 0.0 47.5 54.0 54.0 54.0 0.0 68.3 34.8 69.8 41.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.5 0.0 47.5 54.0 54.0 54.0 0.0 68.3 34.8 69.8 41.0 0.0 LOS by Move: D A D D- D- D- A E C- E D A HCM2k95thQ: 5 0 5 25 25 25 0 26 37 17 21 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-88 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 65 433 360*** Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 0 0 0 Loss Time (sec): 12 0 0 1101*** 3 Critical V/C: 0.522 3 1108 0 7;11 Avg Crit Del (sec/veh): 66.7 0 696 1 Avg Delay (sec/veh): 56.4 2 304*** LOS: E+ t Lanes: 0 0 1! 0 0 Final Vol: 16*** 0 48 Signal=Spl it/Rights=l ncl u d e Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 0 0 0 166 170 0 200 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 18 0 55 413 496 74 0 1262 798 349 1270 0 User Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 0 48 360 433 65 0 1101 696 304 1108 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 0 48 360 433 65 0 1101 696 304 1108 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 0 48 360 433 65 0 1101 696 304 1108 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.28 1.50 0.22 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2247 2699 403 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.16 0.16 0.16 0.00 0.19 0.40 0.10 0.19 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 35.9 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.13 0.00 0.13 0.57 0.57 0.57 0.00 0.91 0.81 0.60 0.52 0.00 Delay/Veh: 47.5 0.0 47.5 54.0 54.0 54.0 0.0 76.9 43.8 69.8 42.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.5 0.0 47.5 54.0 54.0 54.0 0.0 76.9 43.8 69.8 42.6 0.0 LOS by Move: D A D D- D- D- A E- D E D A HCM2k95thQ: 5 0 5 25 25 25 0 31 50 16 26 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-89 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 184 0 85*** Lanes: 1 0 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 83*** 2 0 10 Loss Time (sec): 9 0 1 1511 2 Critical V/C: 0.363 3 2051*** 1 Avg Crit Del (sec/veh): 23.9 0 5 0 Avg Delay (sec/veh): 24.0 1 24 LOS: C t Lanes: 1 0 0 1 0 Final Vol: 37 0 22 Sig nal=Permit/Rights=l ncl u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 10 57 57 12 60 60 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 4.6 4.6 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 35 0 21 80 0 173 78 1420 5 23 1928 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 0 21 80 0 173 78 1420 5 23 1928 9 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 0 21 80 0 173 78 1420 5 23 1928 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 37 0 22 85 0 184 83 1511 5 24 2051 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 0 22 85 0 184 83 1511 5 24 2051 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 0 22 85 0 184 83 1511 5 24 2051 10 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.95 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.32 0.00 1.68 2.00 2.99 0.01 1.00 3.98 0.02 Final Sat.: 1750 0 1800 2314 0 3020 3150 5580 20 1750 7465 35 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.00 0.01 0.04 0.00 0.06 0.03 0.27 0.27 0.01 0.27 0.27 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 55.0 10.0 62.8 62.8 13.2 66.0 66.0 Volume/Cap: 0.06 0.00 0.04 0.11 0.00 0.14 0.34 0.56 0.56 0.14 0.54 0.54 Delay/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 57.7 24.1 24.1 53.6 21.9 21.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 57.7 24.1 24.1 53.6 21.9 21.9 LOS by Move: C A C C A C E+ C C D- C+ C+ HCM2k95thQ: 2 0 1 4 0 6 4 24 24 2 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-90 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 184 0 85*** Lanes: 1 0 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 83*** 2 0 10 Loss Time (sec): 9 0 1 1688 2 Critical V/C: 0.393 3 2264*** 1 Avg Crit Del (sec/veh): 24.6 0 5 0 Avg Delay (sec/veh): 24.9 1 24 LOS: C t Lanes: 1 0 0 1 0 Final Vol: 37 0 22 Sig nal=Permit/Rights=l ncl u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 10 57 57 12 60 60 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 4.6 4.6 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 35 0 21 80 0 173 78 1420 5 23 1928 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 0 21 80 0 173 78 1420 5 23 1928 9 Added Vol: 0 0 0 0 0 0 0 167 0 0 200 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 35 0 21 80 0 173 78 1587 5 23 2128 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 37 0 22 85 0 184 83 1688 5 24 2264 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 0 22 85 0 184 83 1688 5 24 2264 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 0 22 85 0 184 83 1688 5 24 2264 10 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.95 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.32 0.00 1.68 2.00 2.99 0.01 1.00 3.98 0.02 Final Sat.: 1750 0 1800 2314 0 3020 3150 5582 18 1750 7468 32 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.00 0.01 0.04 0.00 0.06 0.03 0.30 0.30 0.01 0.30 0.30 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 55.0 10.0 62.8 62.8 13.2 66.0 66.0 Volume/Cap: 0.06 0.00 0.04 0.11 0.00 0.14 0.34 0.63 0.63 0.14 0.60 0.60 Delay/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 57.7 25.4 25.4 53.6 22.9 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 57.7 25.4 25.4 53.6 22.9 22.9 LOS by Move: C A C C A C E+ C C D- C+ C+ HCM2k95thQ: 2 0 1 4 0 6 4 28 28 2 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-91 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 580*** 0 203 Lanes: 1 0 4 0 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 0 0 Loss Time (sec): 6 0 0 1595 5 Critical V/C: 0.603 3 1375*** 0 � Avg Crit Del (sec/veh): 26.1 � 0 0 0 Avg Delay (sec/veh): 25.4 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 203 0 580 0 1595 0 0 1375 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 203 0 580 0 1595 0 0 1375 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 203 0 580 0 1595 0 0 1375 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.33 0.00 0.17 0.00 0.00 0.24 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 66.0 0.0 66.0 0.0 48.0 0.0 0.0 48.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.21 0.00 0.60 0.00 0.42 0.00 0.00 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 13.9 0.0 19.3 0.0 26.0 0.0 0.0 28.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 13.9 0.0 19.3 0.0 26.0 0.0 0.0 28.9 0.0 LOS by Move: A A A B A B- A C A A C A HCM2k95thQ: 0 0 0 8 0 27 0 15 0 0 23 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-92 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 623*** 0 203 Lanes: 1 0 4 0 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 0 0 Loss Time (sec): 6 0 0 1762 5 Critical V/C: 0.658 3 1532*** 0 � Avg Crit Del (sec/veh): 27.1 � 0 0 0 Avg Delay (sec/veh): 25.9 0 0 LOS: C 4t t t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 0 0 43 0 167 0 0 157 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 203 0 623 0 1762 0 0 1532 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 203 0 623 0 1762 0 0 1532 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 203 0 623 0 1762 0 0 1532 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 203 0 623 0 1762 0 0 1532 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.36 0.00 0.19 0.00 0.00 0.27 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 65.0 0.0 65.0 0.0 49.0 0.0 0.0 49.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.21 0.00 0.66 0.00 0.45 0.00 0.00 0.66 0.00 Delay/Veh: 0.0 0.0 0.0 14.4 0.0 21.3 0.0 25.8 0.0 0.0 29.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 14.4 0.0 21.3 0.0 25.8 0.0 0.0 29.4 0.0 LOS by Move: A A A B A C+ A C A A C A HCM2k95thQ: 0 0 0 8 0 31 0 17 0 0 26 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-93 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 187 21 409*** Lanes: 1 0 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 100 217 2 1 126 Loss Time (sec): 12 0 0 1788*** 2 Critical V/C: 0.724 3 1077 1 Avg Crit Del (sec/veh): 28.8 0 257 0 Avg Delay (sec/veh): 27.1 2 166*** LOS: C t Lanes: 1 1 0 0 1 Final Vol: 338 10*** 189 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 10 189 409 21 187 217 1788 257 166 1077 126 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 338 10 189 409 21 187 217 1788 257 166 1077 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 338 10 189 409 21 187 217 1788 257 166 1077 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 338 10 189 409 21 187 217 1788 257 166 1077 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.94 0.06 1.00 1.90 0.10 1.00 2.00 2.61 0.39 2.00 3.00 1.00 Final Sat.: 3448 102 1750 3377 173 1750 3150 4895 704 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.11 0.12 0.12 0.11 0.07 0.37 0.37 0.05 0.19 0.07 Crit Moves **** **** **** **** Green Time: 13.5 13.5 20.8 16.7 16.7 32.3 15.6 50.4 50.4 7.3 42.1 58.9 Volume/Cap: 0.72 0.72 0.52 0.72 0.72 0.33 0.44 0.72 0.72 0.72 0.45 0.12 Delay/Veh: 46.8 46.8 36.5 43.9 43.9 26.0 38.9 20.3 20.3 56.2 20.8 9.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.8 46.8 36.5 43.9 43.9 26.0 38.9 20.3 20.3 56.2 20.8 9.2 LOS by Move: D D D+ D D C D+ C+ C+ E+ C+ A HCM2k95thQ: 13 13 12 12 12 9 7 29 29 9 15 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Page 2-94 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 1797*** 2 Critical V/C: 0.786 3 1082 1 Avg Crit Del (sec/veh): 32.9 0 257 0 Avg Delay (sec/veh): 30.5 2 183*** LOS: C t Lanes: 1 1 0 0 1 Final Vol: 338*** 105 221 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 10 189 409 21 187 217 1788 257 166 1077 126 Added Vol: 0 95 32 0 74 23 29 9 0 17 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 338 105 221 409 95 210 246 1797 257 183 1082 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 338 105 221 409 95 210 246 1797 257 183 1082 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 338 105 221 409 95 210 246 1797 257 183 1082 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 338 105 221 409 95 210 246 1797 257 183 1082 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.53 0.47 1.00 1.63 0.37 1.00 2.00 2.61 0.39 2.00 3.00 1.00 Final Sat.: 2708 841 1750 2881 669 1750 3150 4898 701 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.12 0.13 0.14 0.14 0.12 0.08 0.37 0.37 0.06 0.19 0.07 Crit Moves: **** **** **** **** Green Time: 15.9 15.9 23.3 18.1 18.1 33.8 15.8 46.7 46.7 7.4 38.3 56.4 Volume/Cap: 0.79 0.79 0.54 0.79 0.79 0.35 0.50 0.79 0.79 0.79 0.50 0.13 Delay/Veh: 47.6 47.6 35.2 45.5 45.5 25.3 39.3 24.1 24.1 61.6 23.7 10.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.6 47.6 35.2 45.5 45.5 25.3 39.3 24.1 24.1 61.6 23.7 10.3 LOS by Move: D D D+ D D C D C C E C B+ HCM2k95thQ: 17 17 13 14 14 10 8 31 31 10 16 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 210 95 409*** Lanes: 1 0 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 100 246 2 1 126 Loss Time (sec): 12 0 0 1797*** 2 Critical V/C: 0.786 3 1082 1 Avg Crit Del (sec/veh): 32.9 0 257 0 Avg Delay (sec/veh): 30.5 2 183*** LOS: C t Lanes: 1 1 0 0 1 Final Vol: 338*** 105 221 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 10 189 409 21 187 217 1788 257 166 1077 126 Added Vol: 0 95 32 0 74 23 29 9 0 17 5 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 338 105 221 409 95 210 246 1797 257 183 1082 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 338 105 221 409 95 210 246 1797 257 183 1082 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 338 105 221 409 95 210 246 1797 257 183 1082 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 338 105 221 409 95 210 246 1797 257 183 1082 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.53 0.47 1.00 1.63 0.37 1.00 2.00 2.61 0.39 2.00 3.00 1.00 Final Sat.: 2708 841 1750 2881 669 1750 3150 4898 701 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.12 0.13 0.14 0.14 0.12 0.08 0.37 0.37 0.06 0.19 0.07 Crit Moves: **** **** **** **** Green Time: 15.9 15.9 23.3 18.1 18.1 33.8 15.8 46.7 46.7 7.4 38.3 56.4 Volume/Cap: 0.79 0.79 0.54 0.79 0.79 0.35 0.50 0.79 0.79 0.79 0.50 0.13 Delay/Veh: 47.6 47.6 35.2 45.5 45.5 25.3 39.3 24.1 24.1 61.6 23.7 10.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.6 47.6 35.2 45.5 45.5 25.3 39.3 24.1 24.1 61.6 23.7 10.3 LOS by Move: D D D+ D D C D C C E C B+ HCM2k95thQ: 17 17 13 14 14 10 8 31 31 10 16 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-95 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 329 2308*** 250 Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 390 2 1 201 Loss Time (sec): 12 0 0 769*** 2 Critical V/C: 0.790 2 391 0 Avg Crit Del (sec/veh): 71.9 0 362 1 Avg Delay (sec/veh): 66.3 2 288*** LOS: E 4t t t Lanes: 2 0 3 0 1 Final Vol: 126*** 1197 365 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 1496 365 250 2921 329 390 769 362 288 391 201 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 1197 365 250 2308 329 390 769 362 288 391 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 1197 365 250 2308 329 390 769 362 288 391 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 1197 365 250 2308 329 390 769 362 288 391 201 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.21 0.21 0.08 0.40 0.19 0.12 0.20 0.21 0.09 0.10 0.11 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.47 0.45 0.36 0.64 0.81 0.30 0.96 0.86 0.64 0.81 0.47 0.33 Delay/Veh: 87.3 53.7 40.6 88.5 66.9 33.7 114.7 76.1 56.3 93.6 63.4 45.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.3 53.7 40.6 88.5 66.9 33.7 114.7 76.1 56.3 93.6 63.4 45.5 LOS by Move: F D- D F E C- F E- E+ F E D HCM2k95thQ: 8 33 31 17 65 28 25 35 31 21 18 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-96 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 798 2 Critical V/C: 0.748 2 411*** 0 Avg Crit Del (sec/veh): 78.6 0 362 1 Avg Delay (sec/veh): 69.3 2 295 LOS: E t Lanes: 2 0 3 0 1 Final Vol: 126*** 1262 376 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 81 11 0 59 33 46 29 0 7 20 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 1577 376 250 2980 362 436 798 362 295 411 201 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 1262 376 250 2354 362 436 798 362 295 411 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 1262 376 250 2354 362 436 798 362 295 411 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 1262 376 250 2354 362 436 798 362 295 411 201 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.22 0.21 0.08 0.41 0.21 0.14 0.21 0.21 0.09 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.47 0.48 0.37 0.64 0.83 0.33 1.07 0.89 0.64 0.83 0.49 0.33 Delay/Veh: 87.3 54.5 40.9 88.5 68.1 34.6 146.4 79.3 56.3 95.7 63.8 45.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.3 54.5 40.9 88.5 68.1 34.6 146.4 79.3 56.3 95.7 63.8 45.5 LOS by Move: F D- D F E C- F E- E+ F E D HCM2k95thQ: 8 35 32 17 67 31 31 37 31 22 19 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 362 2354*** 250 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 436*** 2 1 201 0 Loss Time (sec): 12 0 798 2 Critical V/C: 0.748 2 411*** 0 Avg Crit Del (sec/veh): 78.6 0 362 1 Avg Delay (sec/veh): 69.3 2 295 LOS: E t Lanes: 2 0 3 0 1 Final Vol: 126*** 1262 376 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 81 11 0 59 33 46 29 0 7 20 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 126 1577 376 250 2980 362 436 798 362 295 411 201 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 1262 376 250 2354 362 436 798 362 295 411 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 1262 376 250 2354 362 436 798 362 295 411 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 1262 376 250 2354 362 436 798 362 295 411 201 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.22 0.21 0.08 0.41 0.21 0.14 0.21 0.21 0.09 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.47 0.48 0.37 0.64 0.83 0.33 1.07 0.89 0.64 0.83 0.49 0.33 Delay/Veh: 87.3 54.5 40.9 88.5 68.1 34.6 146.4 79.3 56.3 95.7 63.8 45.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.3 54.5 40.9 88.5 68.1 34.6 146.4 79.3 56.3 95.7 63.8 45.5 LOS by Move: F D- D F E C- F E- E+ F E D HCM2k95thQ: 8 35 32 17 67 31 31 37 31 22 19 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-97 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 120 2654 498*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 168 2 1 155 Loss Time (sec): 12 0 0 269*** 2 Critical V/C: 0.578 2 119 0 Avg Crit Del (sec/veh): 53.5 0 199 1 Avg Delay (sec/veh): 44.5 2 251... LOS: D Lanes: 2 0 3 0 1 Final Vol: 131 1326*** 201 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 131 1657 201 498 3360 120 168 269 199 251 119 155 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 131 1326 201 498 2654 120 168 269 199 251 119 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 1326 201 498 2654 120 168 269 199 251 119 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 131 1326 201 498 2654 120 168 269 199 251 119 155 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.23 0.11 0.16 0.47 0.07 0.05 0.07 0.11 0.08 0.03 0.09 Crit Moves **** **** **** **** Green Time: 18.4 85.8 107.3 40.9 108 124.6 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.43 0.51 0.20 0.74 0.82 0.10 0.62 0.45 0.45 0.71 0.17 0.22 Delay/Veh: 80.1 36.6 20.0 72.3 33.9 11.9 86.4 71.9 59.3 85.9 64.2 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 80.1 36.6 20.0 72.3 33.9 11.9 86.4 71.9 59.3 85.9 64.2 37.2 LOS by Move: F D+ C+ E C- B+ F E E+ F E D+ HCM2k95thQ: 9 30 11 27 61 5 11 13 18 18 6 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-98 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 287*** 2 Critical V/C: 0.593 2 132 0 Avg Crit Del (sec/veh): 53.7 0 199 1 Avg Delay (sec/veh): 45.2 2 252*** LOS: D Lanes: 2 0 3 0 1 Final Vol: 131 1373*** 202 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 59 1 0 43 24 33 18 0 1 13 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 131 1716 202 498 3403 144 201 287 199 252 132 155 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 131 1373 202 498 2688 144 201 287 199 252 132 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 1373 202 498 2688 144 201 287 199 252 132 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 131 1373 202 498 2688 144 201 287 199 252 132 155 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.12 0.16 0.47 0.08 0.06 0.08 0.11 0.08 0.03 0.09 Crit Moves **** **** **** **** Green Time: 18.4 85.8 107.3 40.9 108 124.6 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.43 0.53 0.20 0.74 0.83 0.13 0.74 0.48 0.45 0.71 0.19 0.22 Delay/Veh: 80.1 37.1 20.0 72.3 34.4 12.0 93.5 72.3 59.3 86.0 64.5 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 80.1 37.1 20.0 72.3 34.4 12.0 93.5 72.3 59.3 86.0 64.5 37.2 LOS by Move: F D+ C+ E C- B F E E+ F E D+ HCM2k95thQ: 9 31 11 27 62 6 13 14 18 18 6 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 144 2688 498*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 201 2 1 155 0 Loss Time (sec): 12 0 287*** 2 Critical V/C: 0.593 2 132 0 Avg Crit Del (sec/veh): 53.7 0 199 1 Avg Delay (sec/veh): 45.2 2 252*** LOS: D Lanes: 2 0 3 0 1 Final Vol: 131 1373*** 202 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 59 1 0 43 24 33 18 0 1 13 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 131 1716 202 498 3403 144 201 287 199 252 132 155 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 131 1373 202 498 2688 144 201 287 199 252 132 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 1373 202 498 2688 144 201 287 199 252 132 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 131 1373 202 498 2688 144 201 287 199 252 132 155 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.12 0.16 0.47 0.08 0.06 0.08 0.11 0.08 0.03 0.09 Crit Moves **** **** **** **** Green Time: 18.4 85.8 107.3 40.9 108 124.6 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.43 0.53 0.20 0.74 0.83 0.13 0.74 0.48 0.45 0.71 0.19 0.22 Delay/Veh: 80.1 37.1 20.0 72.3 34.4 12.0 93.5 72.3 59.3 86.0 64.5 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 80.1 37.1 20.0 72.3 34.4 12.0 93.5 72.3 59.3 86.0 64.5 37.2 LOS by Move: F D+ C+ E C- B F E E+ F E D+ HCM2k95thQ: 9 31 11 27 62 6 13 14 18 18 6 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-99 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 4 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 120 325 2 1 253 Loss Time (sec): 9 0 0 1680*** 3 Critical V/C: 0.585 3 826 0 Avg Crit Del (sec/veh): 23.8 0 0 0 Avg Delay (sec/veh): 28.0 0 0*** LOS: C t Lanes: 1 1 0 1 0 Final Vol: 454 614*** 250 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 454 614 250 0 0 0 325 1680 0 0 826 253 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 454 614 250 0 0 0 325 1680 0 0 826 253 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 454 614 250 0 0 0 325 1680 0 0 826 253 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.05 1.39 0.56 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 1843 2492 1015 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.25 0.00 0.00 0.00 0.10 0.29 0.00 0.00 0.14 0.14 Crit Moves: **** **** **** Green Time: 50.5 50.5 50.5 0.0 0.0 0.0 25.1 60.5 0.0 0.0 35.3 35.3 Volume/Cap: 0.59 0.59 0.59 0.00 0.00 0.00 0.49 0.59 0.00 0.00 0.49 0.49 Delay/Veh: 27.1 27.1 27.1 0.0 0.0 0.0 42.4 21.3 0.0 0.0 35.2 35.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.1 27.1 27.1 0.0 0.0 0.0 42.4 21.3 0.0 0.0 35.2 35.7 LOS by Move: C C C A A A D C+ A A D+ D+ HCM2k95thQ: 24 24 24 0 0 0 12 25 0 0 15 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-100 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 4 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 120 385 2 1 253 Loss Time (sec): 9 0 0 1787*** 3 Critical V/C: 0.622 3 901 0 Avg Crit Del (sec/veh): 24.5 0 0 0 Avg Delay (sec/veh): 29.0 0 0*** LOS: C t Lanes: 1 1 0 1 0 Final Vol: 536*** 614 250 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 82 0 0 0 0 0 60 107 0 0 75 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 536 614 250 0 0 0 385 1787 0 0 901 253 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 536 614 250 0 0 0 385 1787 0 0 901 253 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 536 614 250 0 0 0 385 1787 0 0 901 253 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 536 614 250 0 0 0 385 1787 0 0 901 253 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.17 1.30 0.53 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 2048 2346 955 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.26 0.26 0.26 0.00 0.00 0.00 0.12 0.31 0.00 0.00 0.16 0.14 Crit Moves: **** **** **** Green Time: 50.5 50.5 50.5 0.0 0.0 0.0 26.4 60.5 0.0 0.0 34.1 34.1 Volume/Cap: 0.62 0.62 0.62 0.00 0.00 0.00 0.56 0.62 0.00 0.00 0.56 0.51 Delay/Veh: 27.8 27.8 27.8 0.0 0.0 0.0 42.6 21.9 0.0 0.0 36.9 36.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.8 27.8 27.8 0.0 0.0 0.0 42.6 21.9 0.0 0.0 36.9 36.8 LOS by Move: C C C A A A D C+ A A D+ D+ HCM2k95thQ: 26 26 26 0 0 0 14 27 0 0 17 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-101 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Sig nal=Protect/Rights=Ignore Final Vol: 0 2488"* 745 Lanes: 0 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 74 0 0 0 Loss Time (sec): 9 1 0 399... 1 Critical V/C: 0.829 0 0 0 � Avg Crit Del (sec/veh): 21.2 � 0 0 1 Avg Delay (sec/veh): 30.2 0 0 LOS: C t Lanes: 0 0 3 0 1 Final Vol: 0*`* 1118 157 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1118 157 745 2488 0 74 399 834 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1118 157 745 2488 0 74 399 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1118 157 745 2488 0 74 399 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1118 157 745 2488 0 74 399 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.32 1.68 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 579 3121 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.09 0.24 0.65 0.00 0.13 0.13 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 68.0 68.0 42.3 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.46 0.21 0.90 0.95 0.00 0.50 0.50 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 28.8 25.5 69.3 15.4 0.0 51.7 51.7 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 28.8 25.5 69.3 15.4 0.0 51.7 51.7 0.0 0.0 0.0 0.0 LOS by Move: A C C E B A D- D- A A A A HCM2k95thQ: 0 19 8 40 69 0 18 18 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-102 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Sig nal=Protect/Rights=Ignore Final Vol: 0 2488*** 745 Lanes: 0 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 74*** 0 0 0 Loss Time (sec): 9 1 0 492 1 Critical V/C: 0.856 0 0 0 � Avg Crit Del (sec/veh): 22.5 � 0 0 1 Avg Delay (sec/veh): 30.9 0 0 LOS: C t Lanes: 0 0 3 0 1 Final Vol: 0*** 1147 157 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 29 0 0 0 0 0 93 77 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1147 157 745 2488 0 74 492 911 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1147 157 745 2488 0 74 492 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1147 157 745 2488 0 74 492 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1147 157 745 2488 0 74 492 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.27 1.73 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 484 3216 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.09 0.24 0.65 0.00 0.15 0.15 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 68.0 68.0 42.3 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.47 0.21 0.90 0.95 0.00 0.60 0.60 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 29.0 25.5 69.3 15.4 0.0 53.9 53.9 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 29.0 25.5 69.3 15.4 0.0 53.9 53.9 0.0 0.0 0.0 0.0 LOS by Move: A C C E B A D- D- A A A A HCM2k95thQ: 0 20 8 40 69 0 21 21 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-103 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #52: Lawrence Expressway/ Mitty Way Sig nal=Protect/Rights=Ignore Final Vol: 0 2778"* 467 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.559 0 0 0 Avg Crit Del (sec/veh): 6.8 0 0 0 Avg Delay (sec/veh): 16.6 1 70`*` LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*"* 1049 120 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 72 72 56 131 131 0 0 0 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 1049 120 467 2778 0 0 0 0 70 0 237 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1049 120 467 2778 0 0 0 0 70 0 237 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1049 120 467 2778 0 0 0 0 70 0 237 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1049 120 467 2778 0 0 0 0 70 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1049 120 467 2778 0 0 0 0 70 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1049 120 467 2778 0 0 0 0 70 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5700 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.07 0.27 0.49 0.00 0.00 0.00 0.00 0.04 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 73.7 93.7 57.3 131 0.0 0.0 0.0 0.0 20.0 0.0 0.0 Volume/Cap: 0.00 0.40 0.12 0.74 0.60 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Delay/Veh: 0.0 28.6 14.8 49.8 5.3 0.0 0.0 0.0 0.0 64.7 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 28.6 14.8 49.8 5.3 0.0 0.0 0.0 0.0 64.7 0.0 0.0 LOS by Move: A C B D A A A A A E A A HCM2k95thQ: 0 20 5 34 26 0 0 0 0 7 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-104 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #52: Lawrence Expressway/ Mitty Way Sig nal=Protect/Rights=Ignore Final Vol: 0 2851*'* 471 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.573 0 0 0 Avg Crit Del (sec/veh): 6.9 0 0 0 Avg Delay (sec/veh): 16.7 1 71`*` LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*"* 1077 120 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 72 72 56 131 131 0 0 0 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 0 1049 120 467 2778 0 0 0 0 70 0 237 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1049 120 467 2778 0 0 0 0 70 0 237 Added Vol: 0 28 0 4 73 0 0 0 0 1 0 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1077 120 471 2851 0 0 0 0 71 0 238 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1077 120 471 2851 0 0 0 0 71 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1077 120 471 2851 0 0 0 0 71 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1077 120 471 2851 0 0 0 0 71 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5700 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.07 0.27 0.50 0.00 0.00 0.00 0.00 0.04 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 73.7 93.7 57.3 131 0.0 0.0 0.0 0.0 20.0 0.0 0.0 Volume/Cap: 0.00 0.41 0.12 0.75 0.61 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Delay/Veh: 0.0 28.8 14.8 50.2 5.5 0.0 0.0 0.0 0.0 64.7 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 28.8 14.8 50.2 5.5 0.0 0.0 0.0 0.0 64.7 0.0 0.0 LOS by Move: A C B D A A A A A E A A HCM2k95thQ: 0 20 5 35 28 0 0 0 0 7 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-105 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 468 2100 453 - Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 158 263 2 1 0 Loss Time (sec): 12 0 0 956- 2 Critical V/C: 0.658 2 455 0 Avg Crit Del (sec/veh): 56.7 0 500 1 Avg Delay (sec/veh): 54.2 1 151 - LOS: D- Lanes: 2 0 3 0 1 Final Vol: 248 720... 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 248 720 143 453 2100 468 263 956 500 151 455 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 248 720 143 453 2100 468 263 956 500 151 455 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 720 143 453 2100 468 263 956 500 151 455 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 248 720 143 453 2100 468 263 956 500 151 455 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.13 0.08 0.14 0.37 0.27 0.08 0.25 0.29 0.09 0.12 0.00 Crit Moves **** **** **** **** Green Time: 19.5 55.0 72.0 26.9 62.5 81.4 18.9 47.1 66.5 17.0 45.2 0.0 Volume/Cap: 0.64 0.36 0.18 0.84 0.93 0.52 0.70 0.84 0.68 0.80 0.42 0.00 Delay/Veh: 69.5 36.4 21.2 75.2 59.6 32.5 72.5 58.0 39.6 90.2 46.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 69.5 36.4 21.2 75.2 59.6 32.5 72.5 58.0 39.6 90.2 46.0 0.0 LOS by Move: E D+ C+ E- E+ C- E E+ D F D A HCM2k95thQ: 13 14 6 24 55 32 14 38 35 18 16 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-106 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 469 2169 457 - Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/17/2018 Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 158 263 2 1 0 Loss Time (sec): 12 0 0 960- 2 Critical V/C: 0.666 2 458 0 Avg Crit Del (sec/veh): 56.8 0 571 1 Avg Delay (sec/veh): 56.2 1 151 - LOS: E+ Lanes: 2 0 3 0 1 Final Vol: 279 748... 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 31 28 0 4 69 1 0 4 71 0 3 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 279 748 143 457 2169 469 263 960 571 151 458 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 279 748 143 457 2169 469 263 960 571 151 458 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 279 748 143 457 2169 469 263 960 571 151 458 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 279 748 143 457 2169 469 263 960 571 151 458 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.13 0.08 0.15 0.38 0.27 0.08 0.25 0.33 0.09 0.12 0.00 Crit Moves **** **** **** **** Green Time: 19.5 55.0 72.0 27.0 62.5 81.4 18.9 47.0 66.5 17.0 45.1 0.0 Volume/Cap: 0.72 0.38 0.18 0.85 0.96 0.52 0.70 0.85 0.78 0.80 0.42 0.00 Delay/Veh: 73.0 36.7 21.2 75.6 64.1 32.5 72.5 58.4 44.5 90.2 46.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.0 36.7 21.2 75.6 64.1 32.5 72.5 58.4 44.5 90.2 46.1 0.0 LOS by Move: E D+ C+ E- E C- E E+ D F D A HCM2k95thQ: 15 14 6 24 59 32 14 38 43 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-107 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #54: Lawrence Expressway/ Doyle Road Sig nal=Protect/Rights=Include Final Vol: 0 1631*** 641 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 80 0 0 1 259 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.397 0 0 0 � Avg Crit Del (sec/veh): 5.2 � 0 0 0 Avg Delay (sec/veh): 14.7 1 116*** LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*** 900 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 900 135 641 1631 0 0 0 0 116 0 259 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 900 135 641 1631 0 0 0 0 116 0 259 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 900 135 641 1631 0 0 0 0 116 0 259 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5700 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.16 0.08 0.37 0.29 0.00 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.4 38.4 32.6 62.0 0.0 0.0 0.0 0.0 9.0 0.0 41.6 Volume/Cap: 0.00 0.43 0.16 0.90 0.37 0.00 0.00 0.00 0.00 0.59 0.00 0.28 Delay/Veh: 0.0 19.1 11.8 36.6 2.9 0.0 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 19.1 11.8 36.6 2.9 0.0 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A B- B+ D+ A A A A A D+ A B+ HCM2k95thQ: 0 10 4 27 8 0 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-108 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #54: Lawrence Expressway/ Doyle Road Sig nal=Protect/Rights=Include Final Vol: 0 1765"' 647 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 80 0 0 1 263 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.424 0 0 0 � Avg Crit Del (sec/veh): 5.2 � 0 0 0 Avg Delay (sec/veh): 14.7 1 116"' LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*"* 955 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 55 0 6 134 0 0 0 0 0 0 4 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 955 135 647 1765 0 0 0 0 116 0 263 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 955 135 647 1765 0 0 0 0 116 0 263 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 955 135 647 1765 0 0 0 0 116 0 263 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 955 135 647 1765 0 0 0 0 116 0 263 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5700 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.08 0.37 0.31 0.00 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.4 38.4 32.6 62.0 0.0 0.0 0.0 0.0 9.0 0.0 41.6 Volume/Cap: 0.00 0.46 0.16 0.91 0.40 0.00 0.00 0.00 0.00 0.59 0.00 0.29 Delay/Veh: 0.0 19.4 11.8 37.8 3.0 0.0 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 19.4 11.8 37.8 3.0 0.0 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A B- B+ D+ A A A A A D+ A B+ HCM2k95thQ: 0 11 4 27 9 0 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paae 2-109 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 359 974*** 374 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 316*** 1 1 209 Loss Time (sec): 12 0 0 704 2 Critical V/C: 0.597 2 569*** 0 Avg Crit Del (sec/veh): 53.0 0 401 1 Avg Delay (sec/veh): 46.7 1 153 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 434 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 161 434 94 374 974 359 316 704 401 153 569 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 434 94 374 974 359 316 704 401 153 569 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 434 94 374 974 359 316 704 401 153 569 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 434 94 374 974 359 316 704 401 153 569 209 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 1750 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.08 0.05 0.12 0.17 0.21 0.18 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 42.0 64.2 32.0 54.0 88.0 34.0 51.8 71.8 22.2 40.0 72.0 Volume/Cap: 0.41 0.29 0.13 0.59 0.51 0.37 0.85 0.57 0.51 0.63 0.60 0.27 Delay/Veh: 65.2 47.2 30.4 59.6 42.6 20.6 77.2 45.6 32.1 70.3 54.0 27.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 47.2 30.4 59.6 42.6 20.6 77.2 45.6 32.1 70.3 54.0 27.7 LOS by Move: E D C E+ D C+ E- D C- E D- C HCM2k95thQ: 9 ll 6 18 22 19 30 25 26 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-110 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 359 1108*** 374 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 316*** 1 1 209 Loss Time (sec): 12 0 0 704 2 Critical V/C: 0.622 2 569*** 0 Avg Crit Del (sec/veh): 53.1 0 401 1 Avg Delay (sec/veh): 46.9 1 153 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 489 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 55 0 0 134 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 161 489 94 374 1108 359 316 704 401 153 569 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 489 94 374 1108 359 316 704 401 153 569 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 489 94 374 1108 359 316 704 401 153 569 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 489 94 374 1108 359 316 704 401 153 569 209 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 1750 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.09 0.05 0.12 0.19 0.21 0.18 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 42.0 64.2 32.0 54.0 88.0 34.0 51.8 71.8 22.2 40.0 72.0 Volume/Cap: 0.41 0.33 0.13 0.59 0.58 0.37 0.85 0.57 0.51 0.63 0.60 0.27 Delay/Veh: 65.2 47.7 30.4 59.6 44.0 20.6 77.2 45.6 32.1 70.3 54.0 27.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 47.7 30.4 59.6 44.0 20.6 77.2 45.6 32.1 70.3 54.0 27.7 LOS by Move: E D C E+ D C+ E- D C- E D- C HCM2k95thQ: 9 12 6 18 25 19 30 25 26 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-111 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 561 870 123 - Lanes: 1 0 4 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 305 1 1 80 Loss Time (sec): 12 0 0 818... 3 Critical V/C: 0.425 3 719 0 Avg Crit Del (sec/veh): 51.7 0 21 1 Avg Delay (sec/veh): 45.7 1 266 - LOS: D Lanes: 2 0 3 0 1 Final Vol: 81 335... 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 81 335 238 123 870 561 305 818 21 266 719 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 335 238 123 870 561 305 818 21 266 719 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 335 238 123 870 561 305 818 21 266 719 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 81 335 238 123 870 561 305 818 21 266 719 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.06 0.14 0.04 0.23 0.32 0.17 0.14 0.01 0.15 0.13 0.05 Crit Moves **** **** **** **** Green Time: 13.0 54.0 85.0 18.0 59.0 91.7 32.7 45.0 58.0 31.0 43.3 61.3 Volume/Cap: 0.32 0.17 0.26 0.35 0.62 0.56 0.85 0.51 0.03 0.78 0.47 0.12 Delay/Veh: 70.0 37.3 20.5 66.2 42.2 22.2 78.8 48.5 32.9 72.7 48.9 32.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.0 37.3 20.5 66.2 42.2 22.2 78.8 48.5 32.9 72.7 48.9 32.0 LOS by Move: E D+ C+ E D C+ E- D C- E D C HCM2k95thQ: 5 7 13 7 30 31 27 19 1 26 18 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-112 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 642 924 123 - Lanes: 1 0 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 329 1 1 80 Loss Time (sec): 12 0 0 818... 3 Critical V/C: 0.431 3 719 0 Avg Crit Del (sec/veh): 51.4 0 21 1 Avg Delay (sec/veh): 46.7 1 266 - LOS: D Lanes: 2 0 3 0 1 Final Vol: 81 366... 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 31 0 0 54 81 24 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 81 366 238 123 924 642 329 818 21 266 719 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 366 238 123 924 642 329 818 21 266 719 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 366 238 123 924 642 329 818 21 266 719 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 81 366 238 123 924 642 329 818 21 266 719 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.06 0.14 0.04 0.24 0.37 0.19 0.14 0.01 0.15 0.13 0.05 Crit Moves **** **** **** **** Green Time: 13.0 54.0 85.0 18.0 59.0 91.7 32.7 45.0 58.0 31.0 43.3 61.3 Volume/Cap: 0.32 0.19 0.26 0.35 0.66 0.64 0.92 0.51 0.03 0.78 0.47 0.12 Delay/Veh: 70.0 37.6 20.5 66.2 43.3 24.4 90.5 48.5 32.9 72.7 48.9 32.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.0 37.6 20.5 66.2 43.3 24.4 90.5 48.5 32.9 72.7 48.9 32.0 LOS by Move: E D+ C+ E D C F D C- E D C HCM2k95thQ: 5 8 13 7 32 38 30 19 1 26 18 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-113 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 135 1005*** 52 Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 168 0 0 53*** Loss Time (sec): 12 1 0 152*** 0 Critical V/C: 0.832 1! 124 1 � Avg Crit Del (sec/veh): 45.7 � 0 251 0 Avg Delay(sec/veh): 37.8 1 219 LOS: D+ t Lanes: 1 0 1 1 0 Final Vol: 194*** 898 231 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 194 898 231 52 1005 135 168 152 251 219 124 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 194 898 231 52 1005 135 168 152 251 219 124 53 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 194 898 231 52 1005 135 168 152 251 219 124 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 194 898 231 52 1005 135 168 152 251 219 124 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 194 898 231 52 1005 135 168 152 251 219 124 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 194 898 231 52 1005 135 168 152 251 219 124 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.58 0.42 1.00 1.76 0.24 0.59 0.53 0.88 1.39 0.43 0.18 Final Sat.: 1750 2942 757 1750 3262 438 1059 958 1582 2419 757 324 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.31 0.31 0.03 0.31 0.31 0.16 0.16 0.16 0.09 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 14.7 45.8 45.8 9.6 40.7 40.7 21.0 21.0 35.6 21.6 21.6 21.6 Volume/Cap: 0.83 0.73 0.73 0.34 0.83 0.83 0.83 0.83 0.49 0.46 0.83 0.83 Delay/Veh: 68.2 28.8 28.8 48.6 36.0 36.0 51.4 51.4 30.2 39.4 54.3 54.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 68.2 28.8 28.8 48.6 36.0 36.0 51.4 51.4 30.2 39.4 54.3 54.3 LOS by Move: E C C D D+ D+ D- D- C D D- D- HCM2k95thQ: 14 29 29 4 31 31 22 22 16 11 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-114 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 135 1086*** 52 Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 168 0 0 53*** Loss Time (sec): 12 1 0 152*** 0 Critical V/C: 0.857 1! 124 1 � Avg Crit Del (sec/veh): 47.1 � 0 251 0 Avg Delay(sec/veh): 38.3 1 219 LOS: D+ t Lanes: 1 0 1 1 0 Final Vol: 194*** 922 231 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 194 898 231 52 1005 135 168 152 251 219 124 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 194 898 231 52 1005 135 168 152 251 219 124 53 Added Vol: 0 24 0 0 81 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 194 922 231 52 1086 135 168 152 251 219 124 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 194 922 231 52 1086 135 168 152 251 219 124 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 194 922 231 52 1086 135 168 152 251 219 124 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 194 922 231 52 1086 135 168 152 251 219 124 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.59 0.41 1.00 1.77 0.23 0.59 0.53 0.88 1.39 0.43 0.18 Final Sat.: 1750 2958 741 1750 3291 409 1059 958 1582 2419 757 324 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.31 0.31 0.03 0.33 0.33 0.16 0.16 0.16 0.09 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 14.2 47.0 47.0 9.6 42.4 42.4 20.4 20.4 34.6 21.0 21.0 21.0 Volume/Cap: 0.86 0.73 0.73 0.34 0.86 0.86 0.86 0.86 0.50 0.47 0.86 0.86 Delay/Veh: 73.0 28.0 28.0 48.6 36.4 36.4 54.1 54.1 31.1 40.0 57.7 57.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.0 28.0 28.0 48.6 36.4 36.4 54.1 54.1 31.1 40.0 57.7 57.7 LOS by Move: E C C D D+ D+ D- D- C D E+ E+ HCM2k95thQ: 15 29 29 4 34 34 23 23 16 11 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-115 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #58: SR -85 (North) / Saratoga Avenue Sig nal=Split/Rights=lndude Final Vol: 0 0 0 Lanes: 0 0 4 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 232*** 2 0 255 Loss Time (sec): 9 0 1 578 2 Critical V/C: 0.647 2 1146*** 0 � Avg Crit Del (sec/veh): 29.2 � 0 0 0 Avg Delay (sec/veh): 26.7 0 0 LOS: C t Lanes: 1 0 1! 0 1 Final Vol: 566 0 742*** Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 566 0 742 0 0 0 232 578 0 0 1146 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 566 0 742 0 0 0 232 578 0 0 1146 255 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 566 0 742 0 0 0 232 578 0 0 1146 255 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 566 0 742 0 0 0 232 578 0 0 1146 255 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 566 0 742 0 0 0 232 578 0 0 1146 255 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 566 0 742 0 0 0 232 578 0 0 1146 255 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 1.43 0.00 1.57 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.43 0.57 Final Sat.: 2507 0 2743 0 0 0 3150 3800 0 0 4579 1019 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.27 0.00 0.00 0.00 0.07 0.15 0.00 0.00 0.25 0.25 Crit Moves: **** **** **** Green Time: 46.0 0.0 46.0 0.0 0.0 0.0 12.5 55.0 0.0 0.0 42.5 42.5 Volume/Cap: 0.54 0.00 0.65 0.00 0.00 0.00 0.65 0.30 0.00 0.00 0.65 0.65 Delay/Veh: 24.3 0.0 26.3 0.0 0.0 0.0 50.7 16.3 0.0 0.0 28.3 28.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 24.3 0.0 26.3 0.0 0.0 0.0 50.7 16.3 0.0 0.0 28.3 28.3 LOS by Move: C A C A A A D B A A C C HCM2k95thQ: 20 0 25 0 0 0 9 11 0 0 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-116 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #58: SR -85 (North) / Saratoga Avenue Sig nal=Split/Rights=Include Final Vol: 0 0 0 Lanes: 0 0 4 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 232*** 2 0 255 Loss Time (sec): 9 0 1 591 2 Critical V/C: 0.667 2 1227*** 0 Avg Crit Del (sec/veh): 29.5 0 0 0 Avg Delay (sec/veh): 26.9 0 0 LOS: C t Lanes: 1 0 1! 0 1 Final Vol: 566 0 753*** Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 566 0 742 0 0 0 232 578 0 0 1146 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 566 0 742 0 0 0 232 578 0 0 1146 255 Added Vol: 0 0 11 0 0 0 0 13 0 0 81 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 566 0 753 0 0 0 232 591 0 0 1227 255 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 566 0 753 0 0 0 232 591 0 0 1227 255 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 566 0 753 0 0 0 232 591 0 0 1227 255 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 566 0 753 0 0 0 232 591 0 0 1227 255 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 1.43 0.00 1.57 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.46 0.54 Final Sat.: 2501 0 2749 0 0 0 3150 3800 0 0 4635 963 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.27 0.00 0.00 0.00 0.07 0.16 0.00 0.00 0.26 0.26 Crit Moves: **** **** **** Green Time: 45.2 0.0 45.2 0.0 0.0 0.0 12.1 55.8 0.0 0.0 43.7 43.7 Volume/Cap: 0.55 0.00 0.67 0.00 0.00 0.00 0.67 0.31 0.00 0.00 0.67 0.67 Delay/Veh: 25.0 0.0 27.2 0.0 0.0 0.0 51.9 15.9 0.0 0.0 28.0 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.0 0.0 27.2 0.0 0.0 0.0 51.9 15.9 0.0 0.0 28.0 28.0 LOS by Move: C A C A A A D- B A A C C HCM2k95thQ: 20 0 26 0 0 0 9 11 0 0 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-117 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l nd u d e Final Vol: 156 0 168 - Lanes: 1 0 4 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 0 645 2 Critical V/C: 0.502 2 1104 1 � Avg Crit Del (sec/veh): 27.4 � 0 348`"` 0 Avg Delay (sec/veh): 18.5 2 619"` LOS: 13 - Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 168 0 156 0 645 348 619 1104 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 168 0 156 0 645 348 619 1104 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 168 0 156 0 645 348 619 1104 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.52 0.00 1.48 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2657 0 2593 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.06 0.00 0.17 0.20 0.20 0.29 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.2 0.0 13.2 0.0 41.6 41.6 41.1 82.8 0.0 Volume/Cap: 0.00 0.00 0.00 0.50 0.00 0.48 0.00 0.43 0.50 0.50 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 43.4 0.0 43.2 0.0 23.2 24.1 24.5 3.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 43.4 0.0 43.2 0.0 23.2 24.1 24.5 3.4 0.0 LOS by Move: A A A D A D A C C C A A HCM2k95thQ: 0 0 0 8 0 8 0 14 17 16 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-118 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l ncl u d e Final Vol: 156 0 168 - Lanes: 1 0 4 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 0 658 2 Critical V/C: 0.522 2 1127 1 � Avg Crit Del (sec/veh): 27.8 � 0 348`"` 0 Avg Delay (sec/veh): 18.7 2 677`*` LOS: 13 - Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 13 0 58 23 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 168 0 156 0 658 348 677 1127 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 168 0 156 0 658 348 677 1127 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 168 0 156 0 658 348 677 1127 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 168 0 156 0 658 348 677 1127 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.52 0.00 1.48 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2657 0 2593 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.06 0.00 0.17 0.20 0.21 0.30 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 12.7 0.0 12.7 0.0 40.0 40.0 43.3 83.3 0.0 Volume/Cap: 0.00 0.00 0.00 0.52 0.00 0.50 0.00 0.45 0.52 0.52 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 44.1 0.0 43.7 0.0 24.5 25.4 23.5 3.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 44.1 0.0 43.7 0.0 24.5 25.4 23.5 3.3 0.0 LOS by Move: A A A D A D A C C C A A HCM2k95thQ: 0 0 0 8 0 8 0 15 18 17 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-119 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 72 0 71*** Lanes: 1 0 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 78 1 0 25 Loss Time (sec): 12 0 1 1503*** 2 Critical V/C: 0.647 2 760 1 7;11 Avg Crit Del (sec/veh): 48.7 0 40 0 Avg Delay (sec/veh): 46.3 1 83*** LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 231*** 0 160 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 15 35 35 10 30 30 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 215 0 149 66 0 67 73 1398 37 77 707 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 0 149 66 0 67 73 1398 37 77 707 23 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 215 0 149 66 0 67 73 1398 37 77 707 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 231 0 160 71 0 72 78 1503 40 83 760 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 0 160 71 0 72 78 1503 40 83 760 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 231 0 160 71 0 72 78 1503 40 83 760 25 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.59 0.00 0.41 1.00 0.00 1.00 1.00 2.92 0.08 1.00 2.90 0.10 Final Sat.: 1034 0 716 1750 0 1750 1750 5455 144 1750 5423 176 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.22 0.04 0.00 0.04 0.04 0.28 0.28 0.05 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 34.0 0.0 34.0 32.0 0.0 49.3 17.3 42.0 42.0 10.0 34.6 34.6 Volume/Cap: 0.85 0.00 0.85 0.16 0.00 0.11 0.34 0.85 0.85 0.62 0.53 0.53 Delay/Veh: 60.0 0.0 60.0 38.7 0.0 26.2 52.0 45.4 45.4 66.4 41.0 41.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.0 0.0 60.0 38.7 0.0 26.2 52.0 45.4 45.4 66.4 41.0 41.0 LOS by Move: E A E D+ A C D- D D E D D HCM2k95thQ: 32 0 32 5 0 4 6 34 34 7 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-120 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 76 0 71*** Lanes: 1 0 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/11/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 84 1 0 25 Loss Time (sec): 12 0 1 1613*** 2 Critical V/C: 0.668 2 838 1 7;11 Avg Crit Del (sec/veh): 50.6 0 40 0 Avg Delay (sec/veh): 47.5 1 83*** LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 231*** 0 160 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 15 35 35 10 30 30 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Jan 2018 << 05:00:00 PM Base Vol: 215 0 149 66 0 67 73 1398 37 77 707 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 0 149 66 0 67 73 1398 37 77 707 23 Added Vol: 0 0 0 0 0 4 5 102 0 0 72 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 215 0 149 66 0 71 78 1500 37 77 779 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 231 0 160 71 0 76 84 1613 40 83 838 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 0 160 71 0 76 84 1613 40 83 838 25 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 231 0 160 71 0 76 84 1613 40 83 838 25 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.59 0.00 0.41 1.00 0.00 1.00 1.00 2.93 0.07 1.00 2.91 0.09 Final Sat.: 1034 0 716 1750 0 1750 1750 5465 135 1750 5439 161 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.22 0.04 0.00 0.04 0.05 0.30 0.30 0.05 0.15 0.15 Crit Moves: **** **** **** **** Green Time: 32.8 0.0 32.8 32.0 0.0 49.7 17.7 43.2 43.2 10.0 35.5 35.5 Volume/Cap: 0.89 0.00 0.89 0.16 0.00 0.11 0.35 0.89 0.89 0.62 0.56 0.56 Delay/Veh: 66.0 0.0 66.0 38.7 0.0 26.0 51.8 46.7 46.7 66.4 41.1 41.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.0 0.0 66.0 38.7 0.0 26.0 51.8 46.7 46.7 66.4 41.1 41.1 LOS by Move: E A E D+ A C D- D D E D D HCM2k95thQ: 33 0 33 5 0 4 6 37 37 7 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-121 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l nd u d e Final Vol: 69 100*** 26 Lanes: 0 0 4 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 41 1 0 32 Loss Time (sec): 9 0 1 1459*** 2 Critical V/C: 0.459 2 681 1 Avg Crit Del (sec/veh): 23.0 0 193 0 Avg Delay (sec/veh): 22.7 1 37*** LOS: C+ t Lanes: 0 0 1! 0 0 Final Vol: 102 26 31 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 99 25 30 25 97 67 40 1415 187 36 661 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 102 26 31 26 100 69 41 1459 193 37 681 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 26 31 26 100 69 41 1459 193 37 681 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 26 31 26 100 69 41 1459 193 37 681 32 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.65 0.16 0.19 0.13 0.52 0.35 1.00 2.64 0.36 1.00 2.86 0.14 Final Sat.: 1125 284 341 231 898 620 1750 4945 654 1750 5349 251 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.11 0.11 0.11 0.02 0.29 0.29 0.02 0.13 0.13 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.32 0.32 0.32 0.39 0.39 0.39 0.19 0.56 0.56 0.18 0.24 0.24 Delay/Veh: 37.0 37.0 37.0 37.9 37.9 37.9 51.3 20.5 20.5 52.4 17.2 17.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.0 37.0 37.0 37.9 37.9 37.9 51.3 20.5 20.5 52.4 17.2 17.2 LOS by Move: D+ D+ D+ D+ D+ D+ D- C+ C+ D- B B HCM2k95thQ: 10 10 10 13 13 13 3 25 25 3 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-122 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 74 100*** 26 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 44 1 0 32 Loss Time (sec): 9 0 1 1553*** 2 Critical V/C: 0.482 2 746 1 Avg Crit Del (sec/veh): 23.4 0 201 0 Avg Delay (sec/veh): 23.0 1 37*** LOS: C t Lanes: 0 0 1! 0 0 Final Vol: 106 26 31 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 4 0 0 0 0 5 3 91 8 0 63 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 103 25 30 25 97 72 43 1506 195 36 724 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 106 26 31 26 100 74 44 1553 201 37 746 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 26 31 26 100 74 44 1553 201 37 746 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 106 26 31 26 100 74 44 1553 201 37 746 32 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.65 0.16 0.19 0.13 0.50 0.37 1.00 2.64 0.36 1.00 2.87 0.13 Final Sat.: 1141 277 332 226 875 649 1750 4957 642 1750 5370 230 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.11 0.11 0.11 0.03 0.31 0.31 0.02 0.14 0.14 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.33 0.33 0.33 0.40 0.40 0.40 0.20 0.59 0.59 0.18 0.27 0.27 Delay/Veh: 37.1 37.1 37.1 38.1 38.1 38.1 51.4 21.2 21.2 52.4 17.4 17.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.1 37.1 37.1 38.1 38.1 38.1 51.4 21.2 21.2 52.4 17.4 17.4 LOS by Move: D+ D+ D+ D+ D+ D+ D- C+ C+ D- B B HCM2k95thQ: 11 11 11 13 13 13 3 27 27 3 11 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-123 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 59 0 66*** Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 84*** 1 0 61 Loss Time (sec): 9 0 1 1470 2 Critical V/C: 0.266 2 655*** 1 Avg Crit Del (sec/veh): 24.3 0 9 0 Avg Delay (sec/veh): 21.1 1 15 LOS: C+ t Lanes: 0 0 1! 0 0 Final Vol: 7 3 5 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 15 64 64 14 64 64 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 7 3 5 65 0 58 82 1441 9 15 642 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 3 5 65 0 58 82 1441 9 15 642 60 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 7 3 5 65 0 58 82 1441 9 15 642 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 7 3 5 66 0 59 84 1470 9 15 655 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 7 3 5 66 0 59 84 1470 9 15 655 61 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 7 3 5 66 0 59 84 1470 9 15 655 61 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.47 0.20 0.33 0.53 0.00 0.47 1.00 2.98 0.02 1.00 2.73 0.27 Final Sat.: 817 350 583 925 0 825 1750 5565 35 1750 5121 479 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.07 0.00 0.07 0.05 0.26 0.26 0.01 0.13 0.13 Crit Moves: **** **** **** Green Time: 35.0 35.0 35.0 35.0 0.0 35.0 22.0 70.6 70.6 15.4 64.0 64.0 Volume/Cap: 0.03 0.03 0.03 0.27 0.00 0.27 0.28 0.49 0.49 0.07 0.26 0.26 Delay/Veh: 35.0 35.0 35.0 37.7 0.0 37.7 47.6 18.6 18.6 51.1 19.3 19.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.0 35.0 35.0 37.7 0.0 37.7 47.6 18.6 18.6 51.1 19.3 19.3 LOS by Move: D+ D+ D+ D+ A D+ D B- B- D- B- B- HCM2k95thQ: 1 1 1 8 0 8 6 22 22 1 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-124 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 70 0 66*** Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: 1/17/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 100*** 1 0 61 Loss Time (sec): 9 0 1 1532 2 Critical V/C: 0.290 2 695*** 1 Avg Crit Del (sec/veh): 24.9 0 26 0 Avg Delay (sec/veh): 21.6 1 15 LOS: C+ t Lanes: 0 0 1! 0 0 Final Vol: 20 3 5 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 15 64 64 14 64 64 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 7 3 5 65 0 58 82 1441 9 15 642 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 3 5 65 0 58 82 1441 9 15 642 60 Added Vol: 13 0 0 0 0 11 16 60 16 0 39 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 3 5 65 0 69 98 1501 25 15 681 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 20 3 5 66 0 70 100 1532 26 15 695 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 3 5 66 0 70 100 1532 26 15 695 61 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 3 5 66 0 70 100 1532 26 15 695 61 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.71 0.11 0.18 0.49 0.00 0.51 1.00 2.95 0.05 1.00 2.75 0.25 Final Sat.: 1250 187 313 849 0 901 1750 5508 92 1750 5146 453 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.08 0.00 0.08 0.06 0.28 0.28 0.01 0.14 0.14 Crit Moves: **** **** **** Green Time: 35.0 35.0 35.0 35.0 0.0 35.0 22.0 70.6 70.6 15.4 64.0 64.0 Volume/Cap: 0.06 0.06 0.06 0.29 0.00 0.29 0.34 0.51 0.51 0.07 0.27 0.27 Delay/Veh: 35.3 35.3 35.3 38.0 0.0 38.0 48.3 19.0 19.0 51.1 19.4 19.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.3 35.3 35.3 38.0 0.0 38.0 48.3 19.0 19.0 51.1 19.4 19.4 LOS by Move: D+ D+ D+ D+ A D+ D B- B- D- B- B- HCM2k95thQ: 2 2 2 9 0 9 7 23 23 1 11 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-125 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 141*** 365 234 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 190 1 1 151 Loss Time (sec): 12 0 0 1200*** 3 Critical V/C: 0.538 3 521 0 Avg Crit Del (sec/veh): 38.4 0 214 1 Avg Delay (sec/veh): 37.1 1 65*** LOS: D+ t Lanes: 1 1 0 1 0 Final Vol: 111 323*** 61 Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 0 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 111 323 61 234 365 141 190 1200 214 65 521 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 323 61 234 365 141 190 1200 214 65 521 151 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 111 323 61 234 365 141 190 1200 214 65 521 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 111 323 61 234 365 141 190 1200 214 65 521 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 323 61 234 365 141 190 1200 214 65 521 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 111 323 61 234 365 141 190 1200 214 65 521 151 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.67 0.33 1.00 1.43 0.57 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3112 588 1750 2668 1031 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.13 0.14 0.14 0.11 0.21 0.12 0.04 0.09 0.09 Crit Moves **** **** **** **** Green Time: 25.1 25.1 25.1 33.1 33.1 33.1 32.5 50.9 76.0 9.0 27.4 60.4 Volume/Cap: 0.33 0.54 0.54 0.53 0.54 0.54 0.43 0.54 0.21 0.54 0.43 0.19 Delay/Veh: 45.3 47.9 47.9 42.1 42.3 42.3 41.7 30.8 12.9 63.3 44.9 20.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 45.3 47.9 47.9 42.1 42.3 42.3 41.7 30.8 12.9 63.3 44.9 20.5 LOS by Move: D D D D D D D C B E D C+ HCM2k95thQ: 8 14 14 17 17 17 13 21 8 7 12 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-126 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 1234*** 3 Critical V/C: 0.547 3 542 0 Avg Crit Del (sec/veh): 38.4 0 227 1 Avg Delay (sec/veh): 37.2 1 65*** LOS: D+ t Lanes: 1 1 0 1 0 Final Vol: 120 323*** 61 Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 0 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 111 323 61 234 365 141 190 1200 214 65 521 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 323 61 234 365 141 190 1200 214 65 521 151 Added Vol: 9 0 0 0 0 9 13 34 13 0 21 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 120 323 61 234 365 150 203 1234 227 65 542 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 323 61 234 365 150 203 1234 227 65 542 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 323 61 234 365 150 203 1234 227 65 542 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 323 61 234 365 150 203 1234 227 65 542 151 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.67 0.33 1.00 1.40 0.60 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3112 588 1750 2622 1077 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.13 0.14 0.14 0.12 0.22 0.13 0.04 0.10 0.09 Crit Moves **** **** **** **** Green Time: 24.7 24.7 24.7 33.1 33.1 33.1 33.1 51.4 76.1 8.8 27.1 60.2 Volume/Cap: 0.36 0.55 0.55 0.53 0.55 0.55 0.46 0.55 0.22 0.55 0.46 0.19 Delay/Veh: 46.0 48.3 48.3 42.1 42.4 42.4 41.6 30.6 13.0 63.9 45.2 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.0 48.3 48.3 42.1 42.4 42.4 41.6 30.6 13.0 63.9 45.2 20.6 LOS by Move: D D D D D D D C B E D C+ HCM2k95thQ: 9 14 14 17 18 18 14 22 9 7 12 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 150 365*** 234 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: 1/17/2018 Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 203 1 1 151 Loss Time (sec): 12 0 0 1234*** 3 Critical V/C: 0.547 3 542 0 Avg Crit Del (sec/veh): 38.4 0 227 1 Avg Delay (sec/veh): 37.2 1 65*** LOS: D+ t Lanes: 1 1 0 1 0 Final Vol: 120 323*** 61 Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 0 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 17 Jan 2018 << 05:00:00 PM Base Vol: 111 323 61 234 365 141 190 1200 214 65 521 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 323 61 234 365 141 190 1200 214 65 521 151 Added Vol: 9 0 0 0 0 9 13 34 13 0 21 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 120 323 61 234 365 150 203 1234 227 65 542 151 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 323 61 234 365 150 203 1234 227 65 542 151 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 323 61 234 365 150 203 1234 227 65 542 151 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 323 61 234 365 150 203 1234 227 65 542 151 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.67 0.33 1.00 1.40 0.60 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3112 588 1750 2622 1077 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.13 0.14 0.14 0.12 0.22 0.13 0.04 0.10 0.09 Crit Moves **** **** **** **** Green Time: 24.7 24.7 24.7 33.1 33.1 33.1 33.1 51.4 76.1 8.8 27.1 60.2 Volume/Cap: 0.36 0.55 0.55 0.53 0.55 0.55 0.46 0.55 0.22 0.55 0.46 0.19 Delay/Veh: 46.0 48.3 48.3 42.1 42.4 42.4 41.6 30.6 13.0 63.9 45.2 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.0 48.3 48.3 42.1 42.4 42.4 41.6 30.6 13.0 63.9 45.2 20.6 LOS by Move: D D D D D D D C B E D C+ HCM2k95thQ: 9 14 14 17 18 18 14 22 9 7 12 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-127 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l nd u d e Final Vol: 83 0 61*** Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 80 50*** 1 1 30 Loss Time (sec): 9 0 0 280 2 Critical V/C: 0.264 2 469*** 0 Avg Crit Del (sec/veh): 16.3 0 0 0 Avg Delay (sec/veh): 17.1 1 25 LOS: B t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module:5:45:00 PM Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 61 0 83 50 280 0 25 469 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 61 0 83 50 280 0 25 469 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 61 0 83 50 280 0 25 469 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 61 0 83 50 280 0 25 469 30 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.42 0.00 0.58 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 741 0 1009 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.08 0.03 0.07 0.00 0.01 0.12 0.02 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 24.9 0.0 24.9 8.7 27.1 0.0 19.0 37.4 37.4 Volume/Cap: 0.00 0.00 0.00 0.26 0.00 0.26 0.26 0.22 0.00 0.06 0.26 0.04 Delay/Veh: 0.0 0.0 0.0 20.9 0.0 20.9 33.5 19.0 0.0 23.7 13.0 11.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 20.9 0.0 20.9 33.5 19.0 0.0 23.7 13.0 11.6 LOS by Move: A A A C+ A C+ C- B- A C B B+ HCM2k95thQ: 0 0 0 6 0 6 2 5 0 1 7 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-128 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l ncl u d e Final Vol: 291 0 243*** Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 80 341*** 1 1 145 Loss Time (sec): 9 0 0 316 2 Critical V/C: 0.713 2 506*** 0 � Avg Crit Del (sec/veh): 28.7 � 0 0 0 Avg Delay (sec/veh): 27.9 1 25 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module:5:45:00 PM Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 182 0 208 291 36 0 0 37 115 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 243 0 291 341 316 0 25 506 145 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 243 0 291 341 316 0 25 506 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 243 0 291 341 316 0 25 506 145 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 243 0 291 341 316 0 25 506 145 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.46 0.00 0.54 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 796 0 954 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.31 0.00 0.31 0.19 0.08 0.00 0.01 0.13 0.08 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 34.2 0.0 34.2 21.9 21.6 0.0 15.1 14.9 14.9 Volume/Cap: 0.00 0.00 0.00 0.71 0.00 0.71 0.71 0.31 0.00 0.08 0.71 0.44 Delay/Veh: 0.0 0.0 0.0 22.1 0.0 22.1 31.3 23.4 0.0 26.8 34.0 29.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 22.1 0.0 22.1 31.3 23.4 0.0 26.8 34.0 29.8 LOS by Move: A A A C+ A C+ C C A C C- C HCM2k95thQ: 0 0 0 23 0 23 16 6 0 1 11 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-129 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 92 2709*** 356 Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 188 163 2 0 260 Loss Time (sec): 12 0 1 486 2 Critical V/C: 0.992 1 253 0 Avg Crit Del (sec/veh): 89.9 0 643`"` 1 Avg Delay (sec/veh): 71.5 2 262*** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 46*** 976 358 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 85 85 26 100 100 14 28 28 25 40 40 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 45.1 45.1 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 1220 358 356 3429 92 163 486 643 262 253 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1220 358 356 3429 92 163 486 643 262 253 260 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 46 1220 358 356 3429 92 163 486 643 262 253 260 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 976 358 356 2709 92 163 486 643 262 253 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 976 358 356 2709 92 163 486 643 262 253 260 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 976 358 356 2709 92 163 486 643 262 253 260 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.17 0.20 0.11 0.48 0.05 0.05 0.13 0.37 0.08 0.13 0.15 Crit Moves: **** **** **** **** Green Time: 12.5 89.6 115.7 27.4 104 119.6 15.2 32.4 44.9 26.1 43.3 70.7 Volume/Cap: 0.22 0.36 0.33 0.78 0.86 0.08 0.64 0.74 1.54 0.60 0.58 0.39 Delay/Veh: 80.1 29.8 16.9 82.1 36.4 12.6 85.7 75.3 322.4 75.1 62.4 41.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 80.1 29.8 16.9 82.1 36.4 12.6 85.7 75.3 322.4 75.1 62.4 41.3 LOS by Move: F C B F D+ B F E- F E- E D HCM2k95thQ: 3 20 18 23 67 4 12 25 103 16 23 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-130 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 92 2729*** 356 Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 188 163 2 0 260 Loss Time (sec): 12 0 1 486 2 Critical V/C: 1.016 1 253 0 � Avg Crit Del (sec/veh): 94.9 � 0 663`"` 1 Avg Delay (sec/veh): 74.1 2 284*** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 65*** 1020 377 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 85 85 26 100 100 14 28 28 25 40 40 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 45.1 45.1 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 1220 358 356 3429 92 163 486 643 262 253 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1220 358 356 3429 92 163 486 643 262 253 260 Added Vol: 19 55 19 0 26 0 0 0 20 22 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 65 1275 377 356 3455 92 163 486 663 284 253 260 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 1020 377 356 2729 92 163 486 663 284 253 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 1020 377 356 2729 92 163 486 663 284 253 260 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 1020 377 356 2729 92 163 486 663 284 253 260 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.18 0.22 0.11 0.48 0.05 0.05 0.13 0.38 0.09 0.13 0.15 Crit Moves: **** **** **** **** Green Time: 12.5 89.6 115.7 27.4 104 119.6 15.2 32.4 44.9 26.1 43.3 70.7 Volume/Cap: 0.31 0.38 0.35 0.78 0.86 0.08 0.64 0.74 1.59 0.65 0.58 0.39 Delay/Veh: 80.9 30.1 17.2 82.1 36.8 12.6 85.7 75.3 343.3 76.8 62.4 41.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 80.9 30.1 17.2 82.1 36.8 12.6 85.7 75.3 343.3 76.8 62.4 41.3 LOS by Move: F C B F D+ B F E- F E- E D HCM2k95thQ: 4 21 19 23 68 4 12 25 108 18 23 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-131 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 360*** 2 Critical V/C: 0.823 2 149 0 Avg Crit Del (sec/veh): 64.0 0 263 1 Avg Delay (sec/veh): 55.1 2 125*** LOS: E+ t Lanes: 1 0 3 0 1 Final Vol: 167*** 974 172 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 167 1218 172 353 3882 331 197 360 263 125 149 167 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 167 974 172 353 3067 331 197 360 263 125 149 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 167 974 172 353 3067 331 197 360 263 125 149 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 167 974 172 353 3067 331 197 360 263 125 149 167 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.17 0.10 0.11 0.54 0.19 0.06 0.09 0.15 0.04 0.04 0.10 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 0.90 0.34 0.17 0.79 1.01 0.30 0.66 0.46 0.48 0.45 0.20 0.28 Delay/Veh: 119.8 27.6 17.3 83.4 60.5 15.5 84.2 63.2 50.9 78.9 60.1 43.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 119.8 27.6 17.3 83.4 60.5 15.5 84.2 63.2 50.9 78.9 60.1 43.3 LOS by Move: F C B F E B F E D E- E D HCM2k95thQ: 20 19 9 20 90 16 14 16 22 9 7 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 331 3067*** 353 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 197 2 1 167 0 Loss Time (sec): 12 0 360*** 2 Critical V/C: 0.823 2 149 0 Avg Crit Del (sec/veh): 64.0 0 263 1 Avg Delay (sec/veh): 55.1 2 125*** LOS: E+ t Lanes: 1 0 3 0 1 Final Vol: 167*** 974 172 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 167 1218 172 353 3882 331 197 360 263 125 149 167 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 167 974 172 353 3067 331 197 360 263 125 149 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 167 974 172 353 3067 331 197 360 263 125 149 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 167 974 172 353 3067 331 197 360 263 125 149 167 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.17 0.10 0.11 0.54 0.19 0.06 0.09 0.15 0.04 0.04 0.10 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 0.90 0.34 0.17 0.79 1.01 0.30 0.66 0.46 0.48 0.45 0.20 0.28 Delay/Veh: 119.8 27.6 17.3 83.4 60.5 15.5 84.2 63.2 50.9 78.9 60.1 43.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 119.8 27.6 17.3 83.4 60.5 15.5 84.2 63.2 50.9 78.9 60.1 43.3 LOS by Move: F C B F E B F E D E- E D HCM2k95thQ: 20 19 9 20 90 16 14 16 22 9 7 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-132 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 360*** 2 Critical V/C: 0.843 2 149 0 Avg Crit Del (sec/veh): 68.9 0 276 1 Avg Delay (sec/veh): 57.8 2 138*** LOS: E+ t Lanes: 1 0 3 0 1 Final Vol: 177*** 1049 179 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 10 93 7 0 67 0 0 0 13 13 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 177 1311 179 353 3949 331 197 360 276 138 149 167 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 1049 179 353 3120 331 197 360 276 138 149 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 1049 179 353 3120 331 197 360 276 138 149 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 1049 179 353 3120 331 197 360 276 138 149 167 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.18 0.10 0.11 0.55 0.19 0.06 0.09 0.16 0.04 0.04 0.10 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 0.96 0.37 0.17 0.79 1.03 0.30 0.66 0.46 0.51 0.49 0.20 0.28 Delay/Veh: 134.0 28.1 17.3 83.4 65.5 15.5 84.2 63.2 51.5 79.5 60.1 43.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 134.0 28.1 17.3 83.4 65.5 15.5 84.2 63.2 51.5 79.5 60.1 43.3 LOS by Move: F C B F E B F E D- E- E D HCM2k95thQ: 22 21 9 20 93 16 14 16 24 10 7 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 331 3120*** 353 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 197 2 1 167 0 Loss Time (sec): 12 0 360*** 2 Critical V/C: 0.843 2 149 0 Avg Crit Del (sec/veh): 68.9 0 276 1 Avg Delay (sec/veh): 57.8 2 138*** LOS: E+ t Lanes: 1 0 3 0 1 Final Vol: 177*** 1049 179 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 10 93 7 0 67 0 0 0 13 13 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 177 1311 179 353 3949 331 197 360 276 138 149 167 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 1049 179 353 3120 331 197 360 276 138 149 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 1049 179 353 3120 331 197 360 276 138 149 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 1049 179 353 3120 331 197 360 276 138 149 167 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.18 0.10 0.11 0.55 0.19 0.06 0.09 0.16 0.04 0.04 0.10 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 0.96 0.37 0.17 0.79 1.03 0.30 0.66 0.46 0.51 0.49 0.20 0.28 Delay/Veh: 134.0 28.1 17.3 83.4 65.5 15.5 84.2 63.2 51.5 79.5 60.1 43.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 134.0 28.1 17.3 83.4 65.5 15.5 84.2 63.2 51.5 79.5 60.1 43.3 LOS by Move: F C B F E B F E D- E- E D HCM2k95thQ: 22 21 9 20 93 16 14 16 24 10 7 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-133 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 161 3185 127*** Lanes: 1 0 4 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 71 2 0 36 Loss Time (sec): 12 0 1 86*** 0 Critical V/C: 0.451 0 55 1 Avg Crit Del (sec/veh): 33.0 0 85 0 Avg Delay (sec/veh): 29.2 1 74*** LOS: C Lanes: 1 0 3 0 1 Final Vol: 91 1202*** 176 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 15 112 112 21 118 118 13 23 23 12 21 21 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 91 1503 176 127 4032 161 71 86 85 74 55 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 1503 176 127 4032 161 71 86 85 74 55 36 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 91 1503 176 127 4032 161 71 86 85 74 55 36 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 91 1202 176 127 3185 161 71 86 85 74 55 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 91 1202 176 127 3185 161 71 86 85 74 55 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 91 1202 176 127 3185 161 71 86 85 74 55 36 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.50 0.50 1.00 0.60 0.40 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 905 895 1750 1088 712 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.21 0.10 0.07 0.56 0.09 0.02 0.10 0.10 0.04 0.05 0.05 Crit Moves **** **** **** **** Green Time: 15.8 118 130.9 22.2 125 138.7 14.1 24.3 40.1 12.7 22.8 45.0 Volume/Cap: 0.62 0.34 0.15 0.62 0.85 0.13 0.30 0.74 0.45 0.63 0.42 0.21 Delay/Veh: 87.9 16.3 9.7 81.5 26.3 7.3 79.6 88.0 62.7 92.8 74.7 55.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.9 16.3 9.7 81.5 26.3 7.3 79.6 88.0 62.7 92.8 74.7 55.5 LOS by Move: F B A F C A E- F E F E E+ HCM2k95thQ: 10 18 7 13 66 5 5 20 16 10 10 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 13:09:12 2018 Paas 2-134 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 161 3259 127*** Lanes: 1 0 4 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 71 2 0 36 Loss Time (sec): 12 0 1 86*** 0 Critical V/C: 0.470 0 55 1 Avg Crit Del (sec/veh): 32.6 0 88 0 Avg Delay (sec/veh): 29.9 1 75*** LOS: C Lanes: 1 0 3 0 1 Final Vol: 97 1291*** 183 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 15 112 112 21 118 118 13 23 23 12 21 21 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 91 1503 176 127 4032 161 71 86 85 74 55 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 1503 176 127 4032 161 71 86 85 74 55 36 Added Vol: 6 111 7 0 93 0 0 0 3 1 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 97 1614 183 127 4125 161 71 86 88 75 55 36 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 1291 183 127 3259 161 71 86 88 75 55 36 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 1291 183 127 3259 161 71 86 88 75 55 36 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 1291 183 127 3259 161 71 86 88 75 55 36 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.49 0.51 1.00 0.60 0.40 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 890 910 1750 1088 712 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.23 0.10 0.07 0.57 0.09 0.02 0.10 0.10 0.04 0.05 0.05 Crit Moves **** **** **** **** Green Time: 15.8 118 130.9 22.2 125 138.7 14.1 24.3 40.1 12.7 22.8 45.0 Volume/Cap: 0.67 0.36 0.15 0.62 0.87 0.13 0.30 0.76 0.46 0.64 0.42 0.21 Delay/Veh: 91.1 16.7 9.8 81.5 27.4 7.3 79.6 89.2 62.9 93.5 74.7 55.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 91.1 16.7 9.8 81.5 27.4 7.3 79.6 89.2 62.9 93.5 74.7 55.5 LOS by Move: F B A F C A E- F E F E E+ HCM2k95thQ: ll 20 7 13 69 5 5 20 17 11 10 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:34:31 2018 Page 1-1 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Background AM Background AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #1 ? xx.x x.xxx xx.x C+ 22.0 0.600 18.1 C+ 21.8 0.611 +0.011 17.9 -0.2 ? xx.x x.xxx xx.x #2 ? xx.x x.xxx xx.x D 47.7 1.040 98.7 D 51.0 1.070 +0.030 110.2 +11.6 ? xx.x x.xxx xx.x #3 ? xx.x x.xxx xx.x D+ 38.6 0.766 42.0 D 39.1 0.802 +0.036 43.5 +1.5 ? xx.x x.xxx xx.x #4 ? xx.x x.xxx xx.x E+ 55.7 0.977 56.3 E+ 56.8 0.984 +0.007 57.7 +1.5 ? xx.x x.xxx xx.x #5 ? xx.x x.xxx xx.x D- 53.2 0.929 54.9 D- 54.1 0.939 +0.009 56.4 +1.5 ? xx.x x.xxx xx.x #6 ? xx.x x.xxx xx.x B+ 11.1 0.689 8.8 B+ 11.0 0.694 +0.006 8.9 +0.0 ? xx.x x.xxx xx.x #7 ? xx.x x.xxx xx.x B- 20.0 0.709 16.4 B- 19.9 0.714 +0.006 16.4 +0.0 ? xx.x x.xxx xx.x #8 ? xx.x x.xxx xx.x D 44.6 0.946 44.9 D 47.7 0.967 +0.021 49.7 +4.8 ? xx.x x.xxx xx.x #9 ? xx.x x.xxx xx.x B- 19.3 0.833 32.8 C+ 20.0 0.848 +0.016 34.1 +1.3 ? xx.x x.xxx xx.x #10 ? xx.x x.xxx xx.x C 27.6 0.806 40.8 C 28.6 0.824 +0.019 41.6 +0.8 ? xx.x x.xxx xx.x #11 ? xx.x x.xxx xx.x D+ 38.4 0.828 35.9 D 43.3 0.899 +0.072 44.9 +9.0 ? xx.x x.xxx xx.x #12 ? xx.x x.xxx xx.x D+ 36.2 0.784 32.4 D+ 36.5 0.819 +0.036 33.0 +0.6 ? xx.x x.xxx xx.x #13 ? xx.x x.xxx xx.x D+ 37.9 0.933 40.2 D 41.7 0.971 +0.038 45.6 +5.4 ? xx.x x.xxx xx.x #14 ? xx.x x.xxx xx.x C 24.3 0.684 35.5 C 26.3 0.736 +0.052 36.7 +1.3 ? xx.x x.xxx xx.x #15 ? xx.x x.xxx xx.x B 12.6 0.659 14.7 B 13.1 0.682 +0.024 15.3 +0.5 ? xx.x x.xxx xx.x #16 ? xx.x x.xxx xx.x B- 19.1 0.693 19.6 B- 19.2 0.705 +0.011 19.7 +0.1 ? xx.x x.xxx xx.x #17 ? xx.x x.xxx xx.x C+ 21.2 0.452 16.1 B- 19.7 0.497 +0.045 15.0 -1.1 ? xx.x x.xxx xx.x #18 ? xx.x x.xxx xx.x C 23.8 0.640 30.2 C 23.9 0.656 +0.016 30.3 +0.1 ? xx.x x.xxx xx.x #19 ? xx.x x.xxx xx.x C- 34.3 0.744 35.6 C- 34.4 0.804 +0.060 37.2 +1.5 ? xx.x x.xxx xx.x #20 ? xx.x x.xxx xx.x C+ 20.2 0.493 19.9 B- 18.3 0.537 +0.045 18.7 -1.2 ? xx.x x.xxx xx.x #21 ? xx.x x.xxx xx.x A 9.5 0.413 7.3 C 31.8 0.738 +0.325 40.1 +32.8 ? xx.x x.xxx xx.x #22 ? xx.x x.xxx xx.x D- 51.7 0.722 51.9 D- 52.2 0.758 +0.035 53.9 +2.0 ? xx.x x.xxx xx.x #23 ? xx.x x.xxx xx.x D- 52.7 0.570 48.1 D- 53.2 0.601 +0.031 48.6 +0.5 ? xx.x x.xxx xx.x #24 ? xx.x x.xxx xx.x B 15.0 0.580 20.0 B 15.0 0.613 +0.033 20.1 +0.2 ? xx.x x.xxx xx.x #25 ? xx.x x.xxx xx.x B 17.4 0.501 14.6 B 17.0 0.531 +0.030 14.2 -0.3 ? xx.x x.xxx xx.x #26 ? xx.x x.xxx xx.x D+ 36.6 0.770 33.9 D+ 37.9 0.825 +0.055 37.6 +3.7 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:34:31 2018 Page 1-2 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Background AM Background AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #27 ? xx.x x.xxx xx.x B- 19.3 0.542 27.8 B- 18.8 0.571 +0.029 27.6 -0.2 ? xx.x x.xxx xx.x #28 ? xx.x x.xxx xx.x C 28.1 0.570 27.0 C 27.5 0.587 +0.017 26.6 -0.5 ? xx.x x.xxx xx.x #29 ? xx.x x.xxx xx.x B 16.8 0.820 18.4 B- 18.3 0.851 +0.031 19.3 +1.0 ? xx.x x.xxx xx.x #30 ? xx.x x.xxx xx.x B- 19.0 0.899 23.7 C 27.3 0.995 +0.096 38.8 +15.0 ? xx.x x.xxx xx.x #31 ? xx.x x.xxx xx.x C 24.6 0.567 26.6 D+ 35.1 0.853 +0.287 40.3 +13.6 ? xx.x x.xxx xx.x #32 ? xx.x x.xxx xx.x D 50.5 0.922 63.9 E 65.8 1.035 +0.113 91.3 +27.5 ? xx.x x.xxx xx.x #33 ? xx.x x.xxx xx.x A 7.2 0.558 8.4 A 7.2 0.580 +0.022 8.3 -0.0 ? xx.x x.xxx xx.x #34 ? xx.x x.xxx xx.x A 5.2 0.507 5.0 A 5.3 0.533 +0.025 5.2 +0.2 ? xx.x x.xxx xx.x #35 ? xx.x x.xxx xx.x D+ 38.5 0.727 40.6 D 39.4 0.753 +0.026 41.8 +1.1 ? xx.x x.xxx xx.x #36 ? xx.x x.xxx xx.x C 26.5 0.697 28.8 C 27.5 0.710 +0.013 30.7 +1.9 ? xx.x x.xxx xx.x #37 ? xx.x x.xxx xx.x C 28.7 0.597 33.8 C 28.1 0.624 +0.027 33.5 -0.3 ? xx.x x.xxx xx.x #38 ? xx.x x.xxx xx.x D 40.1 0.648 38.6 D 40.7 0.657 +0.009 38.6 -0.0 ? xx.x x.xxx xx.x #39 ? xx.x x.xxx xx.x C+ 22.8 0.542 23.0 C 23.1 0.575 +0.034 23.7 +0.8 ? xx.x x.xxx xx.x #40 ? xx.x x.xxx xx.x C 23.5 0.489 21.1 C 23.4 0.513 +0.024 21.0 -0.1 ? xx.x x.xxx xx.x #41 ? xx.x x.xxx xx.x C 24.5 0.466 22.5 C 26.9 0.478 +0.012 23.5 +1.0 ? xx.x x.xxx xx.x #42 ? xx.x x.xxx xx.x D 48.6 0.922 70.3 E+ 55.2 1.005 +0.083 88.7 +18.3 ? xx.x x.xxx xx.x #43 ? xx.x x.xxx xx.x F 92.3 0.757 117.0 F 124.8 0.809 +0.052 163.6 +46.6 ? xx.x x.xxx xx.x #44 ? xx.x x.xxx xx.x F 121.6 0.692 142.6 F 155.9 0.739 +0.047 189.6 +47.0 ? xx.x x.xxx xx.x #45 ? xx.x x.xxx xx.x F 92.6 0.699 108.5 F 117.5 0.738 +0.039 140.0 +31.5 ? xx.x x.xxx xx.x #46 ? xx.x x.xxx xx.x D 47.1 1.023 56.8 E 64.2 1.086 +0.063 79.1 +22.3 ? xx.x x.xxx xx.x #47 ? xx.x x.xxx xx.x D+ 38.7 0.665 42.0 D 40.9 0.712 +0.047 44.5 +2.5 ? xx.x x.xxx xx.x #48 ? xx.x x.xxx xx.x F 89.3 0.799 110.8 F 92.4 0.811 +0.012 115.0 +4.2 ? xx.x x.xxx xx.x #49 ? xx.x x.xxx xx.x D- 54.7 0.955 62.7 E+ 55.2 0.966 +0.011 64.0 +1.2 ? xx.x x.xxx xx.x #50 ? xx.x x.xxx xx.x C- 34.2 0.776 36.5 D+ 35.7 0.821 +0.045 38.4 +1.9 ? xx.x x.xxx xx.x #51 ? xx.x x.xxx xx.x E- 76.3 1.060 97.3 F 80.3 1.081 +0.021 102.1 +4.7 ? xx.x x.xxx xx.x #52 ? xx.x x.xxx xx.x D 39.6 0.869 50.2 D 42.7 0.880 +0.012 54.2 +4.0 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:34:31 2018 Page 1-3 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Background AM Background AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #53 ? xx.x x.xxx xx.x F 104.8 0.969 130.4 F 113.6 0.981 +0.012 137.9 +7.5 ? xx.x x.xxx xx.x #54 ? xx.x x.xxx xx.x D 41.0 0.553 82.2 D 41.6 0.561 +0.008 83.2 +1.0 ? xx.x x.xxx xx.x #55 ? xx.x x.xxx xx.x E+ 55.5 0.602 55.5 D- 54.3 0.784 +0.182 64.6 +9.1 ? xx.x x.xxx xx.x #56 ? xx.x x.xxx xx.x D 43.6 0.611 48.8 D 44.6 0.644 +0.033 50.7 +1.8 ? xx.x x.xxx xx.x #57 ? xx.x x.xxx xx.x D 46.0 0.829 52.9 D 46.7 0.834 +0.005 53.1 +0.3 ? xx.x x.xxx xx.x #58 ? xx.x x.xxx xx.x C+ 21.1 0.669 25.8 C+ 21.7 0.692 +0.023 26.4 +0.6 ? xx.x x.xxx xx.x #59 ? xx.x x.xxx xx.x B 17.3 0.684 21.8 B 17.4 0.688 +0.004 22.0 +0.1 ? xx.x x.xxx xx.x #60 ? xx.x x.xxx xx.x E+ 58.4 0.372 40.1 D 42.0 0.519 +0.147 45.8 +5.7 ? xx.x x.xxx xx.x #61 ? xx.x x.xxx xx.x C 28.1 0.321 29.4 C 28.4 0.332 +0.011 29.6 +0.2 ? xx.x x.xxx xx.x #62 ? xx.x x.xxx xx.x B- 18.7 0.211 19.3 B- 19.6 0.224 +0.013 19.9 +0.6 ? xx.x x.xxx xx.x #63 ? xx.x x.xxx xx.x D 40.9 0.544 46.4 D 41.1 0.554 +0.010 46.7 +0.3 ? xx.x x.xxx xx.x #64 ? xx.x x.xxx xx.x B+ 10.3 0.223 7.5 C+ 21.1 0.494 +0.271 22.2 +14.7 ? xx.x x.xxx xx.x #65 ? xx.x x.xxx xx.x D+ 36.9 0.429 48.9 D+ 37.3 0.436 +0.008 48.9 -0.0 ? xx.x x.xxx xx.x #66 ? xx.x x.xxx xx.x E 67.3 1.033 78.5 E 69.8 1.043 +0.010 82.2 +3.7 ? xx.x x.xxx xx.x #67 ? xx.x x.xxx xx.x D+ 35.1 0.469 35.5 D+ 36.0 0.489 +0.020 36.4 +0.9 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Final Vol: Lanes: Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 526- 0 1023 1 0 0 1 2 4 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 18.1 0- 0 22.0 0 C+ 1305 3 1 0 156 0 0 Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 526- 0 1023 1 0 0 1 2 4 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.600 Avg Crit Del (sec/veh): 18.1 Avg Delay (sec/veh): 22.0 LOS: C+ 0 0 0 0 0 0 0 0 Signal=Spl iURights=l ncl u d e Signal=Protect Rights=Include Lanes: Final Vol: 0 0 0 2 980- 0 2 147 Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1013 0 524 0 1220 156 145 916 0 Added Vol: 0 0 0 9 0 0 0 47 0 2 59 0 PasserByVol: 0 0 0 1 0 2 0 38 0 0 5 0 Initial Fut: 0 0 0 1023 0 526 0 1305 156 147 980 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1023 0 526 0 1305 156 147 980 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1023 0 526 0 1305 156 147 980 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1023 0 526 0 1305 156 147 980 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 1.00 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 3.00 0.00 1.00 0.00 3.56 0.44 2.00 2.00 0.00 Final Sat.: 0 0 0 4950 0 1750 0 6698 801 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.21 0.00 0.30 0.00 0.19 0.19 0.05 0.26 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 65.1 0.0 65.1 0.0 43.8 43.8 12.1 55.9 0.0 Volume/Cap: 0.00 0.00 0.00 0.41 0.00 0.60 0.00 0.58 0.58 0.50 0.60 0.00 Delay/Veh: 0.0 0.0 0.0 20.5 0.0 24.3 0.0 23.8 23.8 53.6 14.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 20.5 0.0 24.3 0.0 23.8 23.8 53.6 14.8 0.0 LOS by Move: A A A C+ A C A C C D- B A HCM2k95thQ: 0 0 0 18 0 28 0 18 18 6 18 0 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-2 0 0 1346 3 Critical V/C: 0.611 2 1018*** 1 � Avg Crit Del (sec/veh): 17.9 � 0 156 0 Avg Delay (sec/veh): 21.8 2 147 LOS: C+ t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1013 0 524 0 1220 156 145 916 0 Added Vol: 0 0 0 89 0 0 0 88 0 2 97 0 PasserByVol: 0 0 0 1 0 2 0 38 0 0 5 0 Initial Fut: 0 0 0 1103 0 526 0 1346 156 147 1018 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1103 0 526 0 1346 156 147 1018 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1103 0 526 0 1346 156 147 1018 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1103 0 526 0 1346 156 147 1018 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 1.00 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 3.00 0.00 1.00 0.00 3.57 0.43 2.00 2.00 0.00 Final Sat.: 0 0 0 4950 0 1750 0 6720 779 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.22 0.00 0.30 0.00 0.20 0.20 0.05 0.27 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 64.0 0.0 64.0 0.0 44.9 44.9 12.1 57.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.45 0.00 0.61 0.00 0.58 0.58 0.50 0.61 0.00 Delay/Veh: 0.0 0.0 0.0 21.7 0.0 25.3 0.0 22.9 22.9 53.6 14.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 21.7 0.0 25.3 0.0 22.9 22.9 53.6 14.1 0.0 LOS by Move: A A A C+ A C A C+ C+ D- B A HCM2k95thQ: 0 0 0 20 0 29 0 19 19 6 18 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Signal=Spl it/Rights=l nd u d e Final Vol: 526*** 0 1103 Lanes: 1 0 0 1 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 130 0*** 0 0 0 Loss Time (sec): 9 0 0 1346 3 Critical V/C: 0.611 2 1018*** 1 � Avg Crit Del (sec/veh): 17.9 � 0 156 0 Avg Delay (sec/veh): 21.8 2 147 LOS: C+ t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1013 0 524 0 1220 156 145 916 0 Added Vol: 0 0 0 89 0 0 0 88 0 2 97 0 PasserByVol: 0 0 0 1 0 2 0 38 0 0 5 0 Initial Fut: 0 0 0 1103 0 526 0 1346 156 147 1018 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1103 0 526 0 1346 156 147 1018 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1103 0 526 0 1346 156 147 1018 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1103 0 526 0 1346 156 147 1018 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 1.00 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 3.00 0.00 1.00 0.00 3.57 0.43 2.00 2.00 0.00 Final Sat.: 0 0 0 4950 0 1750 0 6720 779 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.22 0.00 0.30 0.00 0.20 0.20 0.05 0.27 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 64.0 0.0 64.0 0.0 44.9 44.9 12.1 57.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.45 0.00 0.61 0.00 0.58 0.58 0.50 0.61 0.00 Delay/Veh: 0.0 0.0 0.0 21.7 0.0 25.3 0.0 22.9 22.9 53.6 14.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 21.7 0.0 25.3 0.0 22.9 22.9 53.6 14.1 0.0 LOS by Move: A A A C+ A C A C+ C+ D- B A HCM2k95thQ: 0 0 0 20 0 29 0 19 19 6 18 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-3 0 0 1569 3 Critical V/C: 1.040 3 704 0 � Avg Crit Del (sec/veh): 98.7 � 0 0 0 Avg Delay (sec/veh): 47.7 0 0 LOS: D Lanes: 0 0 1! 0 1 Final Vol: 322 8*** 505 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 15 0 0 0 0 56 0 0 61 23 PasserByVol: 0 0 0 0 0 0 19 20 0 0 5 5 Initial Fut: 322 8 505 46 91 0 777 1569 0 0 704 604 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 322 8 505 46 91 0 777 1569 0 0 704 604 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 505 46 91 0 777 1569 0 0 704 604 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 322 8 505 46 91 0 777 1569 0 0 704 604 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.55 0.01 1.44 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 967 24 2509 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.20 0.04 0.04 0.00 0.25 0.28 0.00 0.00 0.12 0.35 Crit Moves **** **** **** **** Green Time: 36.4 36.4 36.4 10.0 10.0 0.0 26.9 64.6 0.0 0.0 37.7 37.7 Volume/Cap: 1.10 1.10 0.66 0.44 0.44 0.00 1.10 0.51 0.00 0.00 0.39 1.10 Delay/Veh: 104.8 105 37.9 53.4 53.4 0.0 101.6 4.0 0.0 0.0 22.5 96.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.8 105 37.9 53.4 53.4 0.0 101.6 4.0 0.0 0.0 22.5 96.7 LOS by Move: F F D+ D- D- A F A A A C+ F HCM2k95thQ: 54 54 23 6 6 0 39 8 0 0 10 51 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 91 46*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 120 777*** 2 1 604*** Loss Time (sec): 9 0 0 1569 3 Critical V/C: 1.040 3 704 0 � Avg Crit Del (sec/veh): 98.7 � 0 0 0 Avg Delay (sec/veh): 47.7 0 0 LOS: D Lanes: 0 0 1! 0 1 Final Vol: 322 8*** 505 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 15 0 0 0 0 56 0 0 61 23 PasserByVol: 0 0 0 0 0 0 19 20 0 0 5 5 Initial Fut: 322 8 505 46 91 0 777 1569 0 0 704 604 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 322 8 505 46 91 0 777 1569 0 0 704 604 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 505 46 91 0 777 1569 0 0 704 604 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 322 8 505 46 91 0 777 1569 0 0 704 604 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.55 0.01 1.44 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 967 24 2509 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.20 0.04 0.04 0.00 0.25 0.28 0.00 0.00 0.12 0.35 Crit Moves **** **** **** **** Green Time: 36.4 36.4 36.4 10.0 10.0 0.0 26.9 64.6 0.0 0.0 37.7 37.7 Volume/Cap: 1.10 1.10 0.66 0.44 0.44 0.00 1.10 0.51 0.00 0.00 0.39 1.10 Delay/Veh: 104.8 105 37.9 53.4 53.4 0.0 101.6 4.0 0.0 0.0 22.5 96.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.8 105 37.9 53.4 53.4 0.0 101.6 4.0 0.0 0.0 22.5 96.7 LOS by Move: F F D+ D- D- A F A A A C+ F HCM2k95thQ: 54 54 23 6 6 0 39 8 0 0 10 51 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-4 0 0 1690 3 Critical V/C: 1.070 3 743 0 � Avg Crit Del (sec/veh): 110.2 � 0 0 0 Avg Delay (sec/veh): 51.0 0 0 LOS: D Lanes: 0 0 1! 0 1 Final Vol: 322 8*** 505 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 15 0 0 0 0 177 0 0 100 72 PasserByVol: 0 0 0 0 0 0 19 20 0 0 5 5 Initial Fut: 322 8 505 46 91 0 777 1690 0 0 743 653 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 322 8 505 46 91 0 777 1690 0 0 743 653 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 505 46 91 0 777 1690 0 0 743 653 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 322 8 505 46 91 0 777 1690 0 0 743 653 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.55 0.01 1.44 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 967 24 2509 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.20 0.04 0.04 0.00 0.25 0.30 0.00 0.00 0.13 0.37 Crit Moves **** **** **** **** Green Time: 35.3 35.3 35.3 10.0 10.0 0.0 26.2 65.7 0.0 0.0 39.6 39.6 Volume/Cap: 1.13 1.13 0.68 0.44 0.44 0.00 1.13 0.54 0.00 0.00 0.40 1.13 Delay/Veh: 118.1 118 39.1 53.4 53.4 0.0 115.0 3.6 0.0 0.0 21.0 106.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 118.1 118 39.1 53.4 53.4 0.0 115.0 3.6 0.0 0.0 21.0 106.4 LOS by Move: F F D D- D- A F A A A C+ F HCM2k95thQ: 56 56 24 6 6 0 41 8 0 0 10 57 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 91 46*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 120 777*** 2 1 653*** Loss Time (sec): 9 0 0 1690 3 Critical V/C: 1.070 3 743 0 � Avg Crit Del (sec/veh): 110.2 � 0 0 0 Avg Delay (sec/veh): 51.0 0 0 LOS: D Lanes: 0 0 1! 0 1 Final Vol: 322 8*** 505 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 15 0 0 0 0 177 0 0 100 72 PasserByVol: 0 0 0 0 0 0 19 20 0 0 5 5 Initial Fut: 322 8 505 46 91 0 777 1690 0 0 743 653 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 322 8 505 46 91 0 777 1690 0 0 743 653 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 505 46 91 0 777 1690 0 0 743 653 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 322 8 505 46 91 0 777 1690 0 0 743 653 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.55 0.01 1.44 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 967 24 2509 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.33 0.33 0.20 0.04 0.04 0.00 0.25 0.30 0.00 0.00 0.13 0.37 Crit Moves **** **** **** **** Green Time: 35.3 35.3 35.3 10.0 10.0 0.0 26.2 65.7 0.0 0.0 39.6 39.6 Volume/Cap: 1.13 1.13 0.68 0.44 0.44 0.00 1.13 0.54 0.00 0.00 0.40 1.13 Delay/Veh: 118.1 118 39.1 53.4 53.4 0.0 115.0 3.6 0.0 0.0 21.0 106.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 118.1 118 39.1 53.4 53.4 0.0 115.0 3.6 0.0 0.0 21.0 106.4 LOS by Move: F F D D- D- A F A A A C+ F HCM2k95thQ: 56 56 24 6 6 0 41 8 0 0 10 57 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 189 306 179*** Lanes: 0 1 1 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 311*** 1 1 175 Loss Time (sec): 12 0 0 868 2 Critical V/C: 0.766 2 768*** 0 � Avg Crit Del (sec/veh): 42.0 � 0 181 1 Avg Delay (sec/veh): 38.6 2 345 LOS: D+ t Lanes: 1 0 1 1 0 Final Vol: 270 597*** 169 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 270 586 162 177 304 184 310 776 181 337 678 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 586 162 177 304 184 310 776 181 337 678 171 Added Vol: 0 0 3 2 0 0 0 71 0 8 84 4 PasserByVol: 0 11 4 0 2 5 1 21 0 0 6 0 Initial Fut: 270 597 169 179 306 189 311 868 181 345 768 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 597 169 179 306 189 311 868 181 345 768 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 597 169 179 306 189 311 868 181 345 768 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 597 169 179 306 189 311 868 181 345 768 175 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.55 0.45 1.00 1.22 0.78 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2883 816 1750 2286 1412 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.21 0.21 0.10 0.13 0.13 0.18 0.23 0.10 0.11 0.20 0.10 Crit Moves **** **** **** **** Green Time: 26.0 32.4 32.4 16.0 22.5 22.5 27.8 40.2 40.2 19.3 31.7 31.7 Volume/Cap: 0.71 0.77 0.77 0.77 0.71 0.71 0.77 0.68 0.31 0.68 0.77 0.38 Delay/Veh: 49.9 43.9 43.9 64.2 49.2 49.2 42.8 24.3 19.9 45.2 34.6 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 49.9 43.9 43.9 64.2 49.2 49.2 42.8 24.3 19.9 45.2 34.6 28.0 LOS by Move: D D D E D D D C B- D C- C HCM2k95thQ: 20 26 26 16 19 19 20 21 7 13 21 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 189 306 192*** Lanes: 0 1 1 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 311*** 1 1 184 Loss Time (sec): 12 0 0 989 2 Critical V/C: 0.802 2 856*** 0 Avg Crit Del (sec/veh): 43.5 0 181 1 Avg Delay (sec/veh): 39.1 2 348 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 270 597*** 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 270 586 162 177 304 184 310 776 181 337 678 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 586 162 177 304 184 310 776 181 337 678 171 Added Vol: 0 0 10 15 0 0 0 192 0 11 172 13 PasserByVol: 0 11 4 0 2 5 1 21 0 0 6 0 Initial Fut: 270 597 176 192 306 189 311 989 181 348 856 184 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 597 176 192 306 189 311 989 181 348 856 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 597 176 192 306 189 311 989 181 348 856 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 597 176 192 306 189 311 989 181 348 856 184 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.53 0.47 1.00 1.22 0.78 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2857 842 1750 2286 1412 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.21 0.21 0.11 0.13 0.13 0.18 0.26 0.10 0.11 0.23 0.11 Crit Moves **** **** **** **** Green Time: 25.5 31.3 31.3 16.4 22.2 22.2 26.6 42.3 42.3 18.0 33.7 33.7 Volume/Cap: 0.72 0.80 0.80 0.80 0.72 0.72 0.80 0.74 0.29 0.74 0.80 0.37 Delay/Veh: 50.9 46.4 46.4 67.6 49.9 49.9 47.2 23.8 18.1 49.1 34.1 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.9 46.4 46.4 67.6 49.9 49.9 47.2 23.8 18.1 49.1 34.1 26.1 LOS by Move: D D D E D D D C B- D C- C HCM2k95thQ: 21 27 27 18 19 19 21 24 7 13 24 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-7 0 1 280 1 Critical V/C: 0.977 0 248*** 1 Avg Crit Del (sec/veh): 56.3 0 96 0 Avg Delay (sec/veh): 55.7 2 415 LOS: E+ t Lanes: 2 0 2 1 0 Final Vol: 143 2967*** 319 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 143 2339 315 148 599 99 150 280 96 366 237 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 143 2339 315 148 599 99 150 280 96 366 237 48 Added Vol: 0 576 4 0 158 0 0 0 0 1 0 0 PasserByVol: 0 52 0 45 40 0 13 0 0 48 11 0 Initial Fut: 143 2967 319 193 797 99 163 280 96 415 248 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 143 2967 319 193 797 99 163 280 96 415 248 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 143 2967 319 193 797 99 163 280 96 415 248 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 143 2967 319 193 797 99 163 280 96 415 248 48 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.70 0.30 2.00 2.66 0.34 1.00 1.48 0.52 2.00 0.84 0.16 Final Sat.: 3150 5056 544 3150 4980 619 1750 2755 944 3150 1508 292 ------------ I---------------II---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.59 0.59 0.06 0.16 0.16 0.09 0.10 0.10 0.13 0.16 0.16 Crit Moves **** **** **** **** Green Time: 24.2 99.1 99.1 10.4 85.3 85.3 15.7 19.0 19.0 24.6 27.8 27.8 Volume/Cap: 0.31 0.98 0.98 0.98 0.31 0.31 0.98 0.89 0.89 0.89 0.98 0.98 Delay/Veh: 63.3 42.5 42.5 134.3 23.0 23.0 137.0 91.3 91.3 86.7 113 113.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.3 42.5 42.5 134.3 23.0 23.0 137.0 91.3 91.3 86.7 113 113.5 LOS by Move: E D D F C+ C+ F F F F F F HCM2k95thQ: 7 83 83 14 16 16 23 22 22 27 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 99 797 193*** Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 163*** 1 0 48 Loss Time (sec): 12 0 1 280 1 Critical V/C: 0.977 0 248*** 1 Avg Crit Del (sec/veh): 56.3 0 96 0 Avg Delay (sec/veh): 55.7 2 415 LOS: E+ t Lanes: 2 0 2 1 0 Final Vol: 143 2967*** 319 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 143 2339 315 148 599 99 150 280 96 366 237 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 143 2339 315 148 599 99 150 280 96 366 237 48 Added Vol: 0 576 4 0 158 0 0 0 0 1 0 0 PasserByVol: 0 52 0 45 40 0 13 0 0 48 11 0 Initial Fut: 143 2967 319 193 797 99 163 280 96 415 248 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 143 2967 319 193 797 99 163 280 96 415 248 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 143 2967 319 193 797 99 163 280 96 415 248 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 143 2967 319 193 797 99 163 280 96 415 248 48 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.70 0.30 2.00 2.66 0.34 1.00 1.48 0.52 2.00 0.84 0.16 Final Sat.: 3150 5056 544 3150 4980 619 1750 2755 944 3150 1508 292 ------------ I---------------II---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.59 0.59 0.06 0.16 0.16 0.09 0.10 0.10 0.13 0.16 0.16 Crit Moves **** **** **** **** Green Time: 24.2 99.1 99.1 10.4 85.3 85.3 15.7 19.0 19.0 24.6 27.8 27.8 Volume/Cap: 0.31 0.98 0.98 0.98 0.31 0.31 0.98 0.89 0.89 0.89 0.98 0.98 Delay/Veh: 63.3 42.5 42.5 134.3 23.0 23.0 137.0 91.3 91.3 86.7 113 113.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.3 42.5 42.5 134.3 23.0 23.0 137.0 91.3 91.3 86.7 113 113.5 LOS by Move: E D D F C+ C+ F F F F F F HCM2k95thQ: 7 83 83 14 16 16 23 22 22 27 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-8 0 1 280 1 Critical V/C: 0.984 0 248*** 1 � Avg Crit Del (sec/veh): 57.7 � 0 98 0 Avg Delay(sec/veh): 56.8 2 417 LOS: E+ t Lanes: 2 0 2 1 0 Final Vol: 144 3004*** 320 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 143 2339 315 148 599 99 150 280 96 366 237 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 143 2339 315 148 599 99 150 280 96 366 237 48 Added Vol: 1 613 5 0 198 0 0 0 2 3 0 0 PasserByVol: 0 52 0 45 40 0 13 0 0 48 11 0 Initial Fut: 144 3004 320 193 837 99 163 280 98 417 248 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 144 3004 320 193 837 99 163 280 98 417 248 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 3004 320 193 837 99 163 280 98 417 248 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 3004 320 193 837 99 163 280 98 417 248 48 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.70 0.30 2.00 2.67 0.33 1.00 1.47 0.53 2.00 0.84 0.16 Final Sat.: 3150 5060 539 3150 5007 592 1750 2740 959 3150 1508 292 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.59 0.59 0.06 0.17 0.17 0.09 0.10 0.10 0.13 0.16 0.16 Crit Moves **** **** **** **** Green Time: 23.6 99.5 99.5 10.3 86.2 86.2 15.6 18.8 18.8 24.4 27.6 27.6 Volume/Cap: 0.32 0.98 0.98 0.98 0.32 0.32 0.98 0.90 0.90 0.90 0.98 0.98 Delay/Veh: 63.9 44.0 44.0 136.7 22.6 22.6 139.6 93.3 93.3 88.7 116 115.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.9 44.0 44.0 136.7 22.6 22.6 139.6 93.3 93.3 88.7 116 115.9 LOS by Move: E D D F C+ C+ F F F F F F HCM2k95thQ: 7 85 85 14 16 16 23 22 22 27 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 99 837 193*** Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 163*** 1 0 48 Loss Time (sec): 12 0 1 280 1 Critical V/C: 0.984 0 248*** 1 � Avg Crit Del (sec/veh): 57.7 � 0 98 0 Avg Delay(sec/veh): 56.8 2 417 LOS: E+ t Lanes: 2 0 2 1 0 Final Vol: 144 3004*** 320 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 143 2339 315 148 599 99 150 280 96 366 237 48 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 143 2339 315 148 599 99 150 280 96 366 237 48 Added Vol: 1 613 5 0 198 0 0 0 2 3 0 0 PasserByVol: 0 52 0 45 40 0 13 0 0 48 11 0 Initial Fut: 144 3004 320 193 837 99 163 280 98 417 248 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 144 3004 320 193 837 99 163 280 98 417 248 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 3004 320 193 837 99 163 280 98 417 248 48 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 3004 320 193 837 99 163 280 98 417 248 48 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.70 0.30 2.00 2.67 0.33 1.00 1.47 0.53 2.00 0.84 0.16 Final Sat.: 3150 5060 539 3150 5007 592 1750 2740 959 3150 1508 292 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.59 0.59 0.06 0.17 0.17 0.09 0.10 0.10 0.13 0.16 0.16 Crit Moves **** **** **** **** Green Time: 23.6 99.5 99.5 10.3 86.2 86.2 15.6 18.8 18.8 24.4 27.6 27.6 Volume/Cap: 0.32 0.98 0.98 0.98 0.32 0.32 0.98 0.90 0.90 0.90 0.98 0.98 Delay/Veh: 63.9 44.0 44.0 136.7 22.6 22.6 139.6 93.3 93.3 88.7 116 115.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.9 44.0 44.0 136.7 22.6 22.6 139.6 93.3 93.3 88.7 116 115.9 LOS by Move: E D D F C+ C+ F F F F F F HCM2k95thQ: 7 85 85 14 16 16 23 22 22 27 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-9 0 0 484 2 Critical V/C: 0.929 2 694*** 1 Avg Crit Del (sec/veh): 54.9 0 154 0 Avg Delay (sec/veh): 53.2 2 197 LOS: D- t Lanes: 2 0 2 1 0 Final Vol: 314 2846*** 142 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 2251 121 148 682 242 280 433 140 186 659 166 Added Vol: 0 562 21 7 153 0 0 42 0 11 34 18 PasserByVol: 2 33 0 23 59 6 6 9 14 0 1 13 Initial Fut: 314 2846 142 178 894 248 286 484 154 197 694 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 314 2846 142 178 894 248 286 484 154 197 694 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 314 2846 142 178 894 248 286 484 154 197 694 197 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 314 2846 142 178 894 248 286 484 154 197 694 197 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.85 0.15 2.00 2.32 0.68 2.00 2.25 0.75 2.00 2.00 1.00 Final Sat.: 3150 5334 266 3150 4382 1216 3150 4247 1351 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.53 0.53 0.06 0.20 0.20 0.09 0.11 0.11 0.06 0.18 0.11 Crit Moves **** **** **** **** Green Time: 35.4 97.6 97.6 10.3 72.5 72.5 16.6 32.3 32.3 17.7 33.4 43.8 Volume/Cap: 0.48 0.93 0.93 0.93 0.48 0.48 0.93 0.60 0.60 0.60 0.93 0.44 Delay/Veh: 59.7 38.6 38.6 124.7 35.3 35.3 109.4 63.9 63.9 75.8 85.1 53.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.7 38.6 38.6 124.7 35.3 35.3 109.4 63.9 63.9 75.8 85.1 53.5 LOS by Move: E+ D+ D+ F D+ D+ F E E E- F D- HCM2k95thQ: 15 76 76 12 25 25 22 20 20 11 32 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 248 894 178*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 286*** 2 1 197 Loss Time (sec): 12 0 0 484 2 Critical V/C: 0.929 2 694*** 1 Avg Crit Del (sec/veh): 54.9 0 154 0 Avg Delay (sec/veh): 53.2 2 197 LOS: D- t Lanes: 2 0 2 1 0 Final Vol: 314 2846*** 142 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 2251 121 148 682 242 280 433 140 186 659 166 Added Vol: 0 562 21 7 153 0 0 42 0 11 34 18 PasserByVol: 2 33 0 23 59 6 6 9 14 0 1 13 Initial Fut: 314 2846 142 178 894 248 286 484 154 197 694 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 314 2846 142 178 894 248 286 484 154 197 694 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 314 2846 142 178 894 248 286 484 154 197 694 197 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 314 2846 142 178 894 248 286 484 154 197 694 197 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.85 0.15 2.00 2.32 0.68 2.00 2.25 0.75 2.00 2.00 1.00 Final Sat.: 3150 5334 266 3150 4382 1216 3150 4247 1351 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.53 0.53 0.06 0.20 0.20 0.09 0.11 0.11 0.06 0.18 0.11 Crit Moves **** **** **** **** Green Time: 35.4 97.6 97.6 10.3 72.5 72.5 16.6 32.3 32.3 17.7 33.4 43.8 Volume/Cap: 0.48 0.93 0.93 0.93 0.48 0.48 0.93 0.60 0.60 0.60 0.93 0.44 Delay/Veh: 59.7 38.6 38.6 124.7 35.3 35.3 109.4 63.9 63.9 75.8 85.1 53.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.7 38.6 38.6 124.7 35.3 35.3 109.4 63.9 63.9 75.8 85.1 53.5 LOS by Move: E+ D+ D+ F D+ D+ F E E E- F D- HCM2k95thQ: 15 76 76 12 25 25 22 20 20 11 32 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-10 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 484 2 Critical V/C: 0.939 2 694*** 1 Avg Crit Del (sec/veh): 56.4 0 165 0 Avg Delay (sec/veh): 54.1 2 197 LOS: D- t Lanes: 2 0 2 1 0 Final Vol: 316 2874*** 142 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 2251 121 148 682 242 280 433 140 186 659 166 Added Vol: 2 590 21 19 183 0 0 42 11 11 34 29 PasserByVol: 2 33 0 23 59 6 6 9 14 0 1 13 Initial Fut: 316 2874 142 190 924 248 286 484 165 197 694 208 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 316 2874 142 190 924 248 286 484 165 197 694 208 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 316 2874 142 190 924 248 286 484 165 197 694 208 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 316 2874 142 190 924 248 286 484 165 197 694 208 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.85 0.15 2.00 2.34 0.66 2.00 2.21 0.79 2.00 2.00 1.00 Final Sat.: 3150 5336 264 3150 4413 1185 3150 4174 1423 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.54 0.54 0.06 0.21 0.21 0.09 0.12 0.12 0.06 0.18 0.12 Crit Moves **** **** **** **** Green Time: 35.1 97.6 97.6 10.9 73.3 73.3 16.4 32.2 32.2 17.4 33.1 44.0 Volume/Cap: 0.49 0.94 0.94 0.94 0.49 0.49 0.94 0.61 0.61 0.61 0.94 0.46 Delay/Veh: 60.0 39.7 39.7 125.2 34.9 34.9 111.9 64.3 64.3 76.6 87.1 53.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.0 39.7 39.7 125.2 34.9 34.9 111.9 64.3 64.3 76.6 87.1 53.7 LOS by Move: E D D F C- C- F E E E- F D- HCM2k95thQ: 16 78 78 13 25 25 22 20 20 11 32 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 248 924 190*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 286*** 2 1 208 Loss Time (sec): 12 0 0 484 2 Critical V/C: 0.939 2 694*** 1 Avg Crit Del (sec/veh): 56.4 0 165 0 Avg Delay (sec/veh): 54.1 2 197 LOS: D- t Lanes: 2 0 2 1 0 Final Vol: 316 2874*** 142 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 312 2251 121 148 682 242 280 433 140 186 659 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 312 2251 121 148 682 242 280 433 140 186 659 166 Added Vol: 2 590 21 19 183 0 0 42 11 11 34 29 PasserByVol: 2 33 0 23 59 6 6 9 14 0 1 13 Initial Fut: 316 2874 142 190 924 248 286 484 165 197 694 208 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 316 2874 142 190 924 248 286 484 165 197 694 208 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 316 2874 142 190 924 248 286 484 165 197 694 208 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 316 2874 142 190 924 248 286 484 165 197 694 208 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.85 0.15 2.00 2.34 0.66 2.00 2.21 0.79 2.00 2.00 1.00 Final Sat.: 3150 5336 264 3150 4413 1185 3150 4174 1423 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.54 0.54 0.06 0.21 0.21 0.09 0.12 0.12 0.06 0.18 0.12 Crit Moves **** **** **** **** Green Time: 35.1 97.6 97.6 10.9 73.3 73.3 16.4 32.2 32.2 17.4 33.1 44.0 Volume/Cap: 0.49 0.94 0.94 0.94 0.49 0.49 0.94 0.61 0.61 0.61 0.94 0.46 Delay/Veh: 60.0 39.7 39.7 125.2 34.9 34.9 111.9 64.3 64.3 76.6 87.1 53.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.0 39.7 39.7 125.2 34.9 34.9 111.9 64.3 64.3 76.6 87.1 53.7 LOS by Move: E D D F C- C- F E E E- F D- HCM2k95thQ: 16 78 78 13 25 25 22 20 20 11 32 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 12 1242 51*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 21 0 1 93 Loss Time (sec): 9 0 0 8 11 Critical V/C: 0.689 0 35*** 0 � Avg Crit Del (sec/veh): 8.8 � 1 42 0 Avg Delay (sec/veh): 11.1 0 40 LOS: B+ t Lanes: 1 0 2 1 0 Final Vol: 17 3234*** 21 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 2615 21 51 1005 12 21 8 42 40 35 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 2615 21 51 1005 12 21 8 42 40 35 93 Added Vol: 0 584 0 0 164 0 0 0 0 0 0 0 PasserByVol: 0 35 0 0 73 0 0 0 0 0 0 0 Initial Fut: 17 3234 21 51 1242 12 21 8 42 40 35 93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 3234 21 51 1242 12 21 8 42 40 35 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 3234 21 51 1242 12 21 8 42 40 35 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 3234 21 51 1242 12 21 8 42 40 35 93 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.98 0.02 1.00 2.97 0.03 0.30 0.11 0.59 0.53 0.47 1.00 Final Sat.: 1750 5564 36 1750 5546 54 518 197 1035 960 840 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.58 0.58 0.03 0.22 0.22 0.04 0.04 0.04 0.04 0.04 0.05 Crit Moves: **** **** **** Green Time: 23.4 144 143.5 7.2 127 127.3 10.3 10.3 10.3 10.3 10.3 17.5 Volume/Cap: 0.07 0.69 0.69 0.69 0.30 0.30 0.67 0.67 0.67 0.69 0.69 0.52 Delay/Veh: 63.9 5.4 5.4 104.2 6.9 6.9 93.6 93.6 93.6 95.3 95.3 74.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.9 5.4 5.4 104.2 6.9 6.9 93.6 93.6 93.6 95.3 95.3 74.9 LOS by Move: E A A F A A F F F F F E HCM2k95thQ: 2 36 36 6 13 13 10 10 10 10 10 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 12 1283 51*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 21 0 1 93 Loss Time (sec): 9 0 0 8 11 Critical V/C: 0.694 0 35*** 0 � Avg Crit Del (sec/veh): 8.9 � 1 42 0 Avg Delay (sec/veh): 11.0 0 40 LOS: B+ t Lanes: 1 0 2 1 0 Final Vol: 17 3264*** 21 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 2615 21 51 1005 12 21 8 42 40 35 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 2615 21 51 1005 12 21 8 42 40 35 93 Added Vol: 0 614 0 0 205 0 0 0 0 0 0 0 PasserByVol: 0 35 0 0 73 0 0 0 0 0 0 0 Initial Fut: 17 3264 21 51 1283 12 21 8 42 40 35 93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 3264 21 51 1283 12 21 8 42 40 35 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 3264 21 51 1283 12 21 8 42 40 35 93 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 3264 21 51 1283 12 21 8 42 40 35 93 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.98 0.02 1.00 2.97 0.03 0.30 0.11 0.59 0.53 0.47 1.00 Final Sat.: 1750 5564 36 1750 5548 52 518 197 1035 960 840 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.59 0.59 0.03 0.23 0.23 0.04 0.04 0.04 0.04 0.04 0.05 Crit Moves: **** **** **** Green Time: 22.8 144 143.7 7.1 128 128.0 10.2 10.2 10.2 10.2 10.2 17.3 Volume/Cap: 0.07 0.69 0.69 0.69 0.31 0.31 0.68 0.68 0.68 0.69 0.69 0.52 Delay/Veh: 64.5 5.4 5.4 105.3 6.8 6.8 94.4 94.4 94.4 96.1 96.1 75.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.5 5.4 5.4 105.3 6.8 6.8 94.4 94.4 94.4 96.1 96.1 75.1 LOS by Move: E A A F A A F F F F F E- HCM2k95thQ: 2 36 36 6 14 14 10 10 10 10 10 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 27 1251 36*** Lanes: 0 1 4 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 86 0 1 188 Loss Time (sec): 9 1 0 34 0 Critical V/C: 0.709 0 108*** 0 � Avg Crit Del (sec/veh): 16.4 � 1 92 1 Avg Delay (sec/veh): 20.0 0 85 LOS: 13- -t t* Lanes: 1 0 2 1 0 Final Vol: 88 2987*** 56 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 2367 56 36 1013 27 86 34 92 85 108 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 2367 56 36 1013 27 86 34 92 85 108 188 Added Vol: 0 584 0 0 164 0 0 0 0 0 0 0 PasserByVol: 0 36 0 0 74 0 0 0 0 0 0 0 Initial Fut: 88 2987 56 36 1251 27 86 34 92 85 108 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 2987 56 36 1251 27 86 34 92 85 108 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 2987 56 36 1251 27 86 34 92 85 108 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 2987 56 36 1251 27 86 34 92 85 108 188 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.94 0.06 1.00 2.93 0.07 0.72 0.28 1.00 0.44 0.56 1.00 Final Sat.: 1750 5497 103 1750 5482 118 1290 510 1750 793 1007 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.54 0.54 0.02 0.23 0.23 0.07 0.07 0.05 0.11 0.11 0.11 Crit Moves: **** **** **** Green Time: 24.5 129 128.6 7.0 111 111.1 25.4 25.4 49.9 25.4 25.4 32.4 Volume/Cap: 0.35 0.72 0.72 0.50 0.35 0.35 0.45 0.45 0.18 0.72 0.72 0.56 Delay/Veh: 66.4 11.6 11.6 85.1 13.3 13.3 67.1 67.1 45.0 77.9 77.9 64.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.4 11.6 11.6 85.1 13.3 13.3 67.1 67.1 45.0 77.9 77.9 64.6 LOS by Move: E B+ B+ F B B E E D E- E- E HCM2k95thQ: 8 44 44 4 18 18 12 12 7 21 21 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Page 2-14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 27 1292 36*** Lanes: 0 1 4 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 86 0 1 188 Loss Time (sec): 9 1 0 34 0 Critical V/C: 0.714 0 108*** 0 � Avg Crit Del (sec/veh): 16.4 � 1 92 1 Avg Delay (sec/veh): 19.9 0 85 LOS: 13- -t t* Lanes: 1 0 2 1 0 Final Vol: 88 3017*** 56 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 2367 56 36 1013 27 86 34 92 85 108 188 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 2367 56 36 1013 27 86 34 92 85 108 188 Added Vol: 0 614 0 0 205 0 0 0 0 0 0 0 PasserByVol: 0 36 0 0 74 0 0 0 0 0 0 0 Initial Fut: 88 3017 56 36 1292 27 86 34 92 85 108 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 88 3017 56 36 1292 27 86 34 92 85 108 188 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 3017 56 36 1292 27 86 34 92 85 108 188 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 88 3017 56 36 1292 27 86 34 92 85 108 188 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.94 0.06 1.00 2.94 0.06 0.72 0.28 1.00 0.44 0.56 1.00 Final Sat.: 1750 5498 102 1750 5485 115 1290 510 1750 793 1007 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.55 0.55 0.02 0.24 0.24 0.07 0.07 0.05 0.11 0.11 0.11 Crit Moves: **** **** **** Green Time: 23.9 129 128.8 7.0 112 111.9 25.2 25.2 49.1 25.2 25.2 32.2 Volume/Cap: 0.36 0.72 0.72 0.50 0.36 0.36 0.45 0.45 0.18 0.72 0.72 0.57 Delay/Veh: 67.0 11.7 11.7 85.1 13.0 13.0 67.3 67.3 45.6 78.6 78.6 64.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.0 11.7 11.7 85.1 13.0 13.0 67.3 67.3 45.6 78.6 78.6 64.9 LOS by Move: E B+ B+ F B B E E D E- E- E HCM2k95thQ: 8 44 44 4 19 19 12 12 7 21 21 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-15 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 107 1352 210*** 1 0 3 0 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.946 Avg Crit Del (sec/veh): 44.9 Avg Delay (sec/veh): 44.6 LOS: D t 2 0 3 0 1 391 2417*** 278 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 364 1 1 661 0 2 524*** Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 1 542 41 12 144 8 16 32 1 13 40 26 PasserByVol: 0 31 66 45 29 0 0 67 0 5 13 5 Initial Fut: 391 2417 278 210 1352 107 281 391 363 524 661 364 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 391 2417 278 210 1352 107 281 391 363 524 661 364 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 2417 278 210 1352 107 281 391 363 524 661 364 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 391 2417 278 210 1352 107 281 391 363 524 661 364 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.27 0.73 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2385 1313 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.42 0.16 0.07 0.24 0.06 0.09 0.10 0.21 0.17 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 25.0 62.8 62.8 9.9 47.7 47.7 13.5 30.7 30.7 24.6 41.9 41.9 Volume/Cap: 0.70 0.95 0.35 0.95 0.70 0.18 0.93 0.47 0.95 0.95 0.93 0.93 Delay/Veh: 50.0 25.3 11.9 106.7 27.3 21.4 95.9 48.0 86.0 82.3 60.6 60.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.0 25.3 11.9 106.7 27.3 21.4 95.9 48.0 86.0 82.3 60.6 60.6 LOS by Move: D C B+ F C C+ F D F F E E HCM2k95thQ: 19 55 9 12 25 5 16 12 32 27 39 39 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 281 2 0 391 2 0 363*** 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 107 1352 210*** 1 0 3 0 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.946 Avg Crit Del (sec/veh): 44.9 Avg Delay (sec/veh): 44.6 LOS: D t 2 0 3 0 1 391 2417*** 278 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 364 1 1 661 0 2 524*** Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 1 542 41 12 144 8 16 32 1 13 40 26 PasserByVol: 0 31 66 45 29 0 0 67 0 5 13 5 Initial Fut: 391 2417 278 210 1352 107 281 391 363 524 661 364 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 391 2417 278 210 1352 107 281 391 363 524 661 364 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 2417 278 210 1352 107 281 391 363 524 661 364 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 391 2417 278 210 1352 107 281 391 363 524 661 364 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.27 0.73 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2385 1313 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.42 0.16 0.07 0.24 0.06 0.09 0.10 0.21 0.17 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 25.0 62.8 62.8 9.9 47.7 47.7 13.5 30.7 30.7 24.6 41.9 41.9 Volume/Cap: 0.70 0.95 0.35 0.95 0.70 0.18 0.93 0.47 0.95 0.95 0.93 0.93 Delay/Veh: 50.0 25.3 11.9 106.7 27.3 21.4 95.9 48.0 86.0 82.3 60.6 60.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.0 25.3 11.9 106.7 27.3 21.4 95.9 48.0 86.0 82.3 60.6 60.6 LOS by Move: D C B+ F C C+ F D F F E E HCM2k95thQ: 19 55 9 12 25 5 16 12 32 27 39 39 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-16 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 107 1367 236*** 1 0 3 0 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.967 Avg Crit Del (sec/veh): 49.7 Avg Delay (sec/veh): 47.7 LOS: D t 2 0 3 0 1 403 2433*** 278 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 379 1 1 674 0 2 524*** Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 13 558 41 38 159 8 16 49 16 13 53 41 PasserByVol: 0 31 66 45 29 0 0 67 0 5 13 5 Initial Fut: 403 2433 278 236 1367 107 281 408 378 524 674 379 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 403 2433 278 236 1367 107 281 408 378 524 674 379 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 403 2433 278 236 1367 107 281 408 378 524 674 379 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 403 2433 278 236 1367 107 281 408 378 524 674 379 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.26 0.74 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2367 1331 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.43 0.16 0.07 0.24 0.06 0.09 0.11 0.22 0.17 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 25.3 61.8 61.8 10.8 47.4 47.4 13.2 31.3 31.3 24.1 42.1 42.1 Volume/Cap: 0.71 0.97 0.36 0.97 0.71 0.18 0.95 0.48 0.97 0.97 0.95 0.95 Delay/Veh: 50.1 29.3 12.6 109.0 27.8 21.7 100.8 47.7 90.6 87.9 63.5 63.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.1 29.3 12.6 109.0 27.8 21.7 100.8 47.7 90.6 87.9 63.5 63.5 LOS by Move: D C B F C C+ F D F F E E HCM2k95thQ: 19 59 9 14 25 5 16 13 34 28 41 41 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 281 2 0 408 2 0 378`"` 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 107 1367 236*** 1 0 3 0 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.967 Avg Crit Del (sec/veh): 49.7 Avg Delay (sec/veh): 47.7 LOS: D t 2 0 3 0 1 403 2433*** 278 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 379 1 1 674 0 2 524*** Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 13 558 41 38 159 8 16 49 16 13 53 41 PasserByVol: 0 31 66 45 29 0 0 67 0 5 13 5 Initial Fut: 403 2433 278 236 1367 107 281 408 378 524 674 379 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 403 2433 278 236 1367 107 281 408 378 524 674 379 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 403 2433 278 236 1367 107 281 408 378 524 674 379 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 403 2433 278 236 1367 107 281 408 378 524 674 379 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.26 0.74 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2367 1331 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.43 0.16 0.07 0.24 0.06 0.09 0.11 0.22 0.17 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 25.3 61.8 61.8 10.8 47.4 47.4 13.2 31.3 31.3 24.1 42.1 42.1 Volume/Cap: 0.71 0.97 0.36 0.97 0.71 0.18 0.95 0.48 0.97 0.97 0.95 0.95 Delay/Veh: 50.1 29.3 12.6 109.0 27.8 21.7 100.8 47.7 90.6 87.9 63.5 63.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.1 29.3 12.6 109.0 27.8 21.7 100.8 47.7 90.6 87.9 63.5 63.5 LOS by Move: D C B F C C+ F D F F E E HCM2k95thQ: 19 59 9 14 25 5 16 13 34 28 41 41 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-17 0 0 0 0 Critical V/C: 0.833 1! 0 0 Avg Crit Del (sec/veh): 32.8 0 0 0 Avg Delay(sec/veh): 19.3 1 579 LOS: 13- t* -t Lanes: 2 0 3 0 0 Final Vol: 436*** 2312 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 0 424 0 0 151 6 0 0 0 3 0 160 PasserByVol: 18 85 0 0 19 14 0 0 0 1 0 12 Initial Fut: 436 2312 0 0 1686 630 0 0 0 579 0 772 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 436 2312 0 0 1686 630 0 0 0 579 0 772 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 436 2312 0 0 1686 630 0 0 0 579 0 772 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 436 2312 0 0 1686 630 0 0 0 579 0 772 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.43 0.00 1.57 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2500 0 2750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.41 0.00 0.00 0.22 0.36 0.00 0.00 0.00 0.23 0.00 0.28 Crit Moves: **** **** **** Green Time: 23.3 83.8 0.0 0.0 60.5 60.5 0.0 0.0 0.0 47.2 0.0 47.2 Volume/Cap: 0.83 0.68 0.00 0.00 0.51 0.83 0.00 0.00 0.00 0.69 0.00 0.83 Delay/Veh: 59.9 0.7 0.0 0.0 14.4 19.6 0.0 0.0 0.0 41.1 0.0 46.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.9 0.7 0.0 0.0 14.4 19.6 0.0 0.0 0.0 41.1 0.0 46.6 LOS by Move: E+ A A A B B- A A A D A D HCM2k95thQ: 20 3 0 0 16 38 0 0 0 29 0 38 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 630*** 1686 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 772*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.833 1! 0 0 Avg Crit Del (sec/veh): 32.8 0 0 0 Avg Delay(sec/veh): 19.3 1 579 LOS: 13- t* -t Lanes: 2 0 3 0 0 Final Vol: 436*** 2312 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 0 424 0 0 151 6 0 0 0 3 0 160 PasserByVol: 18 85 0 0 19 14 0 0 0 1 0 12 Initial Fut: 436 2312 0 0 1686 630 0 0 0 579 0 772 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 436 2312 0 0 1686 630 0 0 0 579 0 772 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 436 2312 0 0 1686 630 0 0 0 579 0 772 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 436 2312 0 0 1686 630 0 0 0 579 0 772 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.43 0.00 1.57 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2500 0 2750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.41 0.00 0.00 0.22 0.36 0.00 0.00 0.00 0.23 0.00 0.28 Crit Moves: **** **** **** Green Time: 23.3 83.8 0.0 0.0 60.5 60.5 0.0 0.0 0.0 47.2 0.0 47.2 Volume/Cap: 0.83 0.68 0.00 0.00 0.51 0.83 0.00 0.00 0.00 0.69 0.00 0.83 Delay/Veh: 59.9 0.7 0.0 0.0 14.4 19.6 0.0 0.0 0.0 41.1 0.0 46.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.9 0.7 0.0 0.0 14.4 19.6 0.0 0.0 0.0 41.1 0.0 46.6 LOS by Move: E+ A A A B B- A A A D A D HCM2k95thQ: 20 3 0 0 16 38 0 0 0 29 0 38 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-18 0 0 0 0 Critical V/C: 0.848 1! 0 0 Avg Crit Del (sec/veh): 34.1 0 0 0 Avg Delay (sec/veh): 20.0 1 579 LOS: C+ t Lanes: 2 0 3 0 0 Final Vol: 479*** 2337 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 43 449 0 0 182 6 0 0 0 3 0 163 PasserByVol: 18 85 0 0 19 14 0 0 0 1 0 12 Initial Fut: 479 2337 0 0 1717 630 0 0 0 579 0 775 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 479 2337 0 0 1717 630 0 0 0 579 0 775 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 479 2337 0 0 1717 630 0 0 0 579 0 775 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 479 2337 0 0 1717 630 0 0 0 579 0 775 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.43 0.00 1.57 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2498 0 2752 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.41 0.00 0.00 0.23 0.36 0.00 0.00 0.00 0.23 0.00 0.28 Crit Moves: **** **** **** Green Time: 25.1 84.5 0.0 0.0 59.4 59.4 0.0 0.0 0.0 46.5 0.0 46.5 Volume/Cap: 0.85 0.68 0.00 0.00 0.53 0.85 0.00 0.00 0.00 0.70 0.00 0.85 Delay/Veh: 59.1 0.6 0.0 0.0 15.4 21.1 0.0 0.0 0.0 41.8 0.0 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.1 0.6 0.0 0.0 15.4 21.1 0.0 0.0 0.0 41.8 0.0 48.0 LOS by Move: E+ A A A B C+ A A A D A D HCM2k95thQ: 21 2 0 0 17 40 0 0 0 29 0 39 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 630*** 1717 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 775*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.848 1! 0 0 Avg Crit Del (sec/veh): 34.1 0 0 0 Avg Delay (sec/veh): 20.0 1 579 LOS: C+ t Lanes: 2 0 3 0 0 Final Vol: 479*** 2337 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 43 449 0 0 182 6 0 0 0 3 0 163 PasserByVol: 18 85 0 0 19 14 0 0 0 1 0 12 Initial Fut: 479 2337 0 0 1717 630 0 0 0 579 0 775 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 479 2337 0 0 1717 630 0 0 0 579 0 775 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 479 2337 0 0 1717 630 0 0 0 579 0 775 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 479 2337 0 0 1717 630 0 0 0 579 0 775 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.43 0.00 1.57 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2498 0 2752 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.41 0.00 0.00 0.23 0.36 0.00 0.00 0.00 0.23 0.00 0.28 Crit Moves: **** **** **** Green Time: 25.1 84.5 0.0 0.0 59.4 59.4 0.0 0.0 0.0 46.5 0.0 46.5 Volume/Cap: 0.85 0.68 0.00 0.00 0.53 0.85 0.00 0.00 0.00 0.70 0.00 0.85 Delay/Veh: 59.1 0.6 0.0 0.0 15.4 21.1 0.0 0.0 0.0 41.8 0.0 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.1 0.6 0.0 0.0 15.4 21.1 0.0 0.0 0.0 41.8 0.0 48.0 LOS by Move: E+ A A A B C+ A A A D A D HCM2k95thQ: 21 2 0 0 17 40 0 0 0 29 0 39 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-19 0 0 0 1! Critical V/C: 0.806 0 0 0 � Avg Crit Del (sec/veh): 40.8 � 0 800- 1 Avg Delay (sec/veh): 27.6 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 2019 421`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 419 8 63 91 0 5 0 0 0 0 0 PasserByVol: 0 29 6 12 8 0 73 0 18 0 0 0 Initial Fut: 0 2019 421 669 1591 0 714 0 800 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2019 421 669 1591 0 714 0 800 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2019 421 669 1591 0 714 0 800 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2019 421 669 1591 0 714 0 800 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.47 0.00 1.53 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2575 0 2675 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.24 0.21 0.28 0.00 0.28 0.00 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 40.3 40.3 35.6 75.9 0.0 50.1 0.0 50.1 0.0 0.0 0.0 Volume/Cap: 0.00 0.71 0.81 0.81 0.50 0.00 0.75 0.00 0.81 0.00 0.00 0.00 Delay/Veh: 0.0 31.1 40.3 41.2 2.7 0.0 38.5 0.0 40.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.1 40.3 41.2 2.7 0.0 38.5 0.0 40.7 0.0 0.0 0.0 LOS by Move: A C D D A A D+ A D A A A HCM2k95thQ: 0 24 29 26 6 0 34 0 38 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 1591 669 - Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 714 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.806 0 0 0 � Avg Crit Del (sec/veh): 40.8 � 0 800- 1 Avg Delay (sec/veh): 27.6 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 2019 421`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 419 8 63 91 0 5 0 0 0 0 0 PasserByVol: 0 29 6 12 8 0 73 0 18 0 0 0 Initial Fut: 0 2019 421 669 1591 0 714 0 800 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2019 421 669 1591 0 714 0 800 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2019 421 669 1591 0 714 0 800 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2019 421 669 1591 0 714 0 800 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.47 0.00 1.53 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2575 0 2675 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.24 0.21 0.28 0.00 0.28 0.00 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 40.3 40.3 35.6 75.9 0.0 50.1 0.0 50.1 0.0 0.0 0.0 Volume/Cap: 0.00 0.71 0.81 0.81 0.50 0.00 0.75 0.00 0.81 0.00 0.00 0.00 Delay/Veh: 0.0 31.1 40.3 41.2 2.7 0.0 38.5 0.0 40.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.1 40.3 41.2 2.7 0.0 38.5 0.0 40.7 0.0 0.0 0.0 LOS by Move: A C D D A A D+ A D A A A HCM2k95thQ: 0 24 29 26 6 0 34 0 38 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-20 0 0 0 1! Critical V/C: 0.824 0 0 0 � Avg Crit Del (sec/veh): 41.6 � 0 853- 1 Avg Delay (sec/veh): 28.6 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 2088 421`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 488 8 66 119 0 5 0 53 0 0 0 PasserByVol: 0 29 6 12 8 0 73 0 18 0 0 0 Initial Fut: 0 2088 421 672 1619 0 714 0 853 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2088 421 672 1619 0 714 0 853 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2088 421 672 1619 0 714 0 853 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2088 421 672 1619 0 714 0 853 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.46 0.00 1.54 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2547 0 2703 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.24 0.21 0.28 0.00 0.28 0.00 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 39.4 39.4 34.9 74.3 0.0 51.7 0.0 51.7 0.0 0.0 0.0 Volume/Cap: 0.00 0.75 0.82 0.82 0.52 0.00 0.73 0.00 0.82 0.00 0.00 0.00 Delay/Veh: 0.0 32.7 42.8 43.0 3.6 0.0 37.1 0.0 40.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.7 42.8 43.0 3.6 0.0 37.1 0.0 40.7 0.0 0.0 0.0 LOS by Move: A C- D D A A D+ A D A A A HCM2k95thQ: 0 25 30 27 8 0 33 0 40 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 1619 672 - Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 714 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.824 0 0 0 � Avg Crit Del (sec/veh): 41.6 � 0 853- 1 Avg Delay (sec/veh): 28.6 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 2088 421`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 488 8 66 119 0 5 0 53 0 0 0 PasserByVol: 0 29 6 12 8 0 73 0 18 0 0 0 Initial Fut: 0 2088 421 672 1619 0 714 0 853 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2088 421 672 1619 0 714 0 853 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2088 421 672 1619 0 714 0 853 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2088 421 672 1619 0 714 0 853 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.46 0.00 1.54 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2547 0 2703 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.24 0.21 0.28 0.00 0.28 0.00 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 39.4 39.4 34.9 74.3 0.0 51.7 0.0 51.7 0.0 0.0 0.0 Volume/Cap: 0.00 0.75 0.82 0.82 0.52 0.00 0.73 0.00 0.82 0.00 0.00 0.00 Delay/Veh: 0.0 32.7 42.8 43.0 3.6 0.0 37.1 0.0 40.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.7 42.8 43.0 3.6 0.0 37.1 0.0 40.7 0.0 0.0 0.0 LOS by Move: A C- D D A A D+ A D A A A HCM2k95thQ: 0 25 30 27 8 0 33 0 40 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-21 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 211 596 340*** 0 1 3 0 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.828 Avg Crit Del (sec/veh): 35.9 Avg Delay (sec/veh): 38.4 LOS: D+ t 2 0 3 0 1 585 2004*** 282 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 379*** 0 2 764 0 2 241 Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 578 1664 193 304 527 200 213 373 131 225 697 298 Added Vol: 7 329 14 14 65 11 41 45 19 4 59 57 PasserByVol: 0 11 75 22 4 0 0 24 0 12 8 24 Initial Fut: 585 2004 282 340 596 211 254 442 150 241 764 379 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 585 2004 282 340 596 211 254 442 150 241 764 379 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 585 2004 282 340 596 211 254 442 150 241 764 379 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 585 2004 282 340 596 211 254 442 150 241 764 379 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.35 0.16 0.11 0.10 0.12 0.08 0.12 0.09 0.08 0.20 0.22 Crit Moves **** **** **** **** Green Time: 47.1 59.5 59.5 18.3 30.6 30.6 13.6 30.3 30.3 19.9 36.6 36.6 Volume/Cap: 0.55 0.83 0.38 0.83 0.48 0.55 0.83 0.54 0.40 0.54 0.77 0.83 Delay/Veh: 25.7 20.6 14.3 66.5 39.1 40.0 78.8 49.3 47.7 57.0 51.4 60.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.7 20.6 14.3 66.5 39.1 40.0 78.8 49.3 47.7 57.0 51.4 60.6 LOS by Move: C C+ B E D D E- D D E+ D- E HCM2k95thQ: 17 34 10 17 12 15 13 14 10 11 26 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 254*** 2 0 442 2 0 150 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 211 596 340*** 0 1 3 0 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.828 Avg Crit Del (sec/veh): 35.9 Avg Delay (sec/veh): 38.4 LOS: D+ t 2 0 3 0 1 585 2004*** 282 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 379*** 0 2 764 0 2 241 Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 578 1664 193 304 527 200 213 373 131 225 697 298 Added Vol: 7 329 14 14 65 11 41 45 19 4 59 57 PasserByVol: 0 11 75 22 4 0 0 24 0 12 8 24 Initial Fut: 585 2004 282 340 596 211 254 442 150 241 764 379 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 585 2004 282 340 596 211 254 442 150 241 764 379 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 585 2004 282 340 596 211 254 442 150 241 764 379 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 585 2004 282 340 596 211 254 442 150 241 764 379 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.35 0.16 0.11 0.10 0.12 0.08 0.12 0.09 0.08 0.20 0.22 Crit Moves **** **** **** **** Green Time: 47.1 59.5 59.5 18.3 30.6 30.6 13.6 30.3 30.3 19.9 36.6 36.6 Volume/Cap: 0.55 0.83 0.38 0.83 0.48 0.55 0.83 0.54 0.40 0.54 0.77 0.83 Delay/Veh: 25.7 20.6 14.3 66.5 39.1 40.0 78.8 49.3 47.7 57.0 51.4 60.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.7 20.6 14.3 66.5 39.1 40.0 78.8 49.3 47.7 57.0 51.4 60.6 LOS by Move: C C+ B E D D E- D D E+ D- E HCM2k95thQ: 17 34 10 17 12 15 13 14 10 11 26 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-22 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 211 596 422*** 0 1 3 0 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.899 Avg Crit Del (sec/veh): 44.9 Avg Delay (sec/veh): 43.3 LOS: D t 2 0 3 0 1 585 2004*** 465 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 448*** 0 2 864 0 2 303 Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 578 1664 193 304 527 200 213 373 131 225 697 298 Added Vol: 7 329 197 96 65 11 41 186 19 66 159 126 PasserByVol: 0 11 75 22 4 0 0 24 0 12 8 24 Initial Fut: 585 2004 465 422 596 211 254 583 150 303 864 448 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 585 2004 465 422 596 211 254 583 150 303 864 448 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 585 2004 465 422 596 211 254 583 150 303 864 448 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 585 2004 465 422 596 211 254 583 150 303 864 448 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.35 0.27 0.13 0.10 0.12 0.08 0.15 0.09 0.10 0.23 0.26 Crit Moves **** **** **** **** Green Time: 45.8 54.7 54.7 20.9 29.8 29.8 12.6 32.2 32.2 20.2 39.9 39.9 Volume/Cap: 0.57 0.90 0.68 0.90 0.49 0.57 0.90 0.67 0.37 0.67 0.80 0.90 Delay/Veh: 27.0 28.3 23.0 71.7 40.0 41.0 92.2 51.0 46.0 60.5 50.6 67.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.0 28.3 23.0 71.7 40.0 41.0 92.2 51.0 46.0 60.5 50.6 67.2 LOS by Move: C C C E D D F D D E D E HCM2k95thQ: 18 40 23 21 13 15 13 19 10 14 29 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 254*** 2 0 583 2 0 150 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 211 596 422*** 0 1 3 0 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.899 Avg Crit Del (sec/veh): 44.9 Avg Delay (sec/veh): 43.3 LOS: D t 2 0 3 0 1 585 2004*** 465 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 448*** 0 2 864 0 2 303 Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 578 1664 193 304 527 200 213 373 131 225 697 298 Added Vol: 7 329 197 96 65 11 41 186 19 66 159 126 PasserByVol: 0 11 75 22 4 0 0 24 0 12 8 24 Initial Fut: 585 2004 465 422 596 211 254 583 150 303 864 448 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 585 2004 465 422 596 211 254 583 150 303 864 448 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 585 2004 465 422 596 211 254 583 150 303 864 448 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 585 2004 465 422 596 211 254 583 150 303 864 448 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.35 0.27 0.13 0.10 0.12 0.08 0.15 0.09 0.10 0.23 0.26 Crit Moves **** **** **** **** Green Time: 45.8 54.7 54.7 20.9 29.8 29.8 12.6 32.2 32.2 20.2 39.9 39.9 Volume/Cap: 0.57 0.90 0.68 0.90 0.49 0.57 0.90 0.67 0.37 0.67 0.80 0.90 Delay/Veh: 27.0 28.3 23.0 71.7 40.0 41.0 92.2 51.0 46.0 60.5 50.6 67.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.0 28.3 23.0 71.7 40.0 41.0 92.2 51.0 46.0 60.5 50.6 67.2 LOS by Move: C C C E D D F D D E D E HCM2k95thQ: 18 40 23 21 13 15 13 19 10 14 29 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-23 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 610 73- 0 1 3 0 1 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: Signal=Split Final Vol: Lanes: Rights=Include 177 1 36.2 1 D+ 57 0 0 0 210*** 1 97 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 610 73- 0 1 3 0 1 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.784 Avg Crit Del (sec/veh): 32.4 Avg Delay (sec/veh): 36.2 LOS: D+ t 1 0 2 1 0 345 2434*** 97 Signal=Protect/Ri ghts=l ncl ude Signal=Split Rights=Include Lanes: Final Vol: 0 100*** 1 0 85 0 2 45 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 350 0 0 89 0 0 0 0 0 0 0 PasserByVol: 0 75 0 0 15 1 7 0 0 0 0 4 Initial Fut: 345 2434 97 73 610 59 177 57 210 45 85 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2434 97 73 610 59 177 57 210 45 85 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2434 97 73 610 59 177 57 210 45 85 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2434 97 73 610 59 177 57 210 45 85 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.93 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.88 0.12 1.00 3.63 0.37 1.52 0.48 1.00 2.00 0.46 0.54 Final Sat.: 1750 5385 215 1750 6837 661 2685 865 1750 3150 827 973 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.45 0.45 0.04 0.09 0.09 0.07 0.07 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 60.7 80.7 80.7 7.5 27.5 27.5 21.4 21.4 21.4 18.4 18.4 18.4 Volume/Cap: 0.45 0.78 0.78 0.78 0.45 0.45 0.43 0.43 0.78 0.11 0.78 0.78 Delay/Veh: 28.4 24.2 24.2 99.5 49.9 49.9 54.3 54.3 71.0 53.7 74.5 74.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 24.2 24.2 99.5 49.9 49.9 54.3 54.3 71.0 53.7 74.5 74.5 LOS by Move: C C C F D D D- D- E D- E E HCM2k95thQ: 19 43 43 7 12 12 10 10 20 2 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-24 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 671 73- 0 1 3 0 1 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: Signal=Split Final Vol: Lanes: Rights=Include 177 1 36.5 1 D+ 57 0 0 0 210*** 1 97 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 671 73- 0 1 3 0 1 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.819 Avg Crit Del (sec/veh): 33.0 Avg Delay (sec/veh): 36.5 LOS: D+ t 1 0 2 1 0 345 2617*** 97 Signal=Protect/Ri ghts=l ncl ude Signal=Split Rights=Include Lanes: Final Vol: 0 100*** 1 0 85 0 2 45 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 533 0 0 150 0 0 0 0 0 0 0 PasserByVol: 0 75 0 0 15 1 7 0 0 0 0 4 Initial Fut: 345 2617 97 73 671 59 177 57 210 45 85 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2617 97 73 671 59 177 57 210 45 85 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2617 97 73 671 59 177 57 210 45 85 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2617 97 73 671 59 177 57 210 45 85 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.93 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.89 0.11 1.00 3.66 0.34 1.52 0.48 1.00 2.00 0.46 0.54 Final Sat.: 1750 5400 200 1750 6893 606 2685 865 1750 3150 827 973 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.48 0.48 0.04 0.10 0.10 0.07 0.07 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 60.2 82.8 82.8 7.1 29.7 29.7 20.5 20.5 20.5 17.6 17.6 17.6 Volume/Cap: 0.46 0.82 0.82 0.82 0.46 0.46 0.45 0.45 0.82 0.11 0.82 0.82 Delay/Veh: 28.8 24.4 24.4 108.5 48.3 48.3 55.2 55.2 76.4 54.4 80.2 80.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.8 24.4 24.4 108.5 48.3 48.3 55.2 55.2 76.4 54.4 80.2 80.2 LOS by Move: C C C F D D E+ E+ E- D- F F HCM2k95thQ: 19 47 47 7 13 13 10 10 21 2 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 66 583 218*** Lanes: 0 1 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 145 100*** 2 1 564*** Loss Time (sec): 12 0 0 42 0 Critical V/C: 0.933 1 125 1 � Avg Crit Del (sec/veh): 40.2 � 0 11 0 Avg Delay (sec/veh): 37.9 1 158 LOS: D+ Lanes: 1 0 2 1 0 Final Vol: 36 2319*** 101 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 36 1928 99 213 484 66 100 42 11 157 125 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1928 99 213 484 66 100 42 11 157 125 529 Added Vol: 0 320 0 4 85 0 0 0 0 0 0 30 PasserByVol: 0 71 2 1 14 0 0 0 0 1 0 5 Initial Fut: 36 2319 101 218 583 66 100 42 11 158 125 564 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 2319 101 218 583 66 100 42 11 158 125 564 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 2319 101 218 583 66 100 42 11 158 125 564 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 2319 101 218 583 66 100 42 11 158 125 564 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.87 0.13 2.00 3.58 0.42 2.00 0.79 0.21 1.00 1.00 1.00 Final Sat.: 1750 5366 234 3150 6736 763 3150 1426 374 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.43 0.43 0.07 0.09 0.09 0.03 0.03 0.03 0.09 0.07 0.32 Crit Moves **** **** **** **** Green Time: 27.5 66.1 66.1 10.6 49.2 49.2 7.0 24.4 24.4 31.9 49.3 49.3 Volume/Cap: 0.11 0.95 0.95 0.95 0.25 0.25 0.66 0.18 0.18 0.41 0.19 0.95 Delay/Veh: 41.2 25.3 25.3 108.2 22.8 22.8 77.9 52.0 52.0 49.2 34.0 71.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 41.2 25.3 25.3 108.2 22.8 22.8 77.9 52.0 52.0 49.2 34.0 71.2 LOS by Move: D C C F C+ C+ E- D- D- D C- E HCM2k95thQ: 2 55 55 13 7 7 8 4 4 12 7 48 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 67 642 219*** Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 145 104*** 2 1 566*** Loss Time (sec): 12 0 0 46 0 Critical V/C: 0.971 1 126 1 Avg Crit Del (sec/veh): 45.6 0 11 0 Avg Delay(sec/veh): 41.7 1 158 LOS: D Lanes: 1 0 2 1 0 Final Vol: 36 2497*** 103 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 36 1928 99 213 484 66 100 42 11 157 125 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1928 99 213 484 66 100 42 11 157 125 529 Added Vol: 0 498 2 5 144 1 4 4 0 0 1 32 PasserByVol: 0 71 2 1 14 0 0 0 0 1 0 5 Initial Fut: 36 2497 103 219 642 67 104 46 11 158 126 566 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 2497 103 219 642 67 104 46 11 158 126 566 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 2497 103 219 642 67 104 46 11 158 126 566 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 2497 103 219 642 67 104 46 11 158 126 566 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.88 0.12 2.00 3.61 0.39 2.00 0.81 0.19 1.00 1.00 1.00 Final Sat.: 1750 5378 222 3150 6790 709 3150 1453 347 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.46 0.46 0.07 0.09 0.09 0.03 0.03 0.03 0.09 0.07 0.32 Crit Moves **** **** **** **** Green Time: 26.5 68.2 68.2 10.2 51.9 51.9 7.0 23.6 23.6 30.9 47.5 47.5 Volume/Cap: 0.11 0.99 0.99 0.99 0.26 0.26 0.68 0.19 0.19 0.42 0.20 0.99 Delay/Veh: 42.2 29.9 29.9 120.3 20.8 20.8 80.0 52.8 52.8 50.1 35.2 82.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.2 29.9 29.9 120.3 20.8 20.8 80.0 52.8 52.8 50.1 35.2 82.4 LOS by Move: D C C F C+ C+ F D- D- D D+ F HCM2k95thQ: 2 65 65 14 7 7 8 5 5 12 8 50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-27 0 0 0 0 Critical V/C: 0.684 1! 0 0 Avg Crit Del (sec/veh): 35.5 0 0 0 Avg Delay (sec/veh): 24.3 1 150 LOS: C Lanes: 2 0 3 0 0 Final Vol: 492*** 1649 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 180 0 0 65 20 0 0 0 0 0 140 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 45 Initial Fut: 492 1649 0 0 788 314 0 0 0 150 0 961 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1649 0 0 788 314 0 0 0 150 0 961 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1649 0 0 788 314 0 0 0 150 0 961 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1649 0 0 788 314 0 0 0 150 0 961 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.11 0.89 0.00 0.00 0.00 1.14 0.00 1.86 Final Sat.: 3150 5700 0 0 4002 1595 0 0 0 1992 0 3351 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.29 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.08 0.00 0.29 Crit Moves: **** **** **** Green Time: 32.0 72.3 0.0 0.0 40.3 40.3 0.0 0.0 0.0 58.7 0.0 58.7 Volume/Cap: 0.68 0.56 0.00 0.00 0.68 0.68 0.00 0.00 0.00 0.18 0.00 0.68 Delay/Veh: 42.4 6.9 0.0 0.0 33.5 33.5 0.0 0.0 0.0 25.5 0.0 34.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.4 6.9 0.0 0.0 33.5 33.5 0.0 0.0 0.0 25.5 0.0 34.3 LOS by Move: D A A A C- C- A A A C A C- HCM2k95thQ: 19 13 0 0 23 23 0 0 0 7 0 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 314 788*** 0 Lanes: 0 1 2 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 961 *** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.684 1! 0 0 Avg Crit Del (sec/veh): 35.5 0 0 0 Avg Delay (sec/veh): 24.3 1 150 LOS: C Lanes: 2 0 3 0 0 Final Vol: 492*** 1649 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 180 0 0 65 20 0 0 0 0 0 140 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 45 Initial Fut: 492 1649 0 0 788 314 0 0 0 150 0 961 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1649 0 0 788 314 0 0 0 150 0 961 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1649 0 0 788 314 0 0 0 150 0 961 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1649 0 0 788 314 0 0 0 150 0 961 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.11 0.89 0.00 0.00 0.00 1.14 0.00 1.86 Final Sat.: 3150 5700 0 0 4002 1595 0 0 0 1992 0 3351 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.29 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.08 0.00 0.29 Crit Moves: **** **** **** Green Time: 32.0 72.3 0.0 0.0 40.3 40.3 0.0 0.0 0.0 58.7 0.0 58.7 Volume/Cap: 0.68 0.56 0.00 0.00 0.68 0.68 0.00 0.00 0.00 0.18 0.00 0.68 Delay/Veh: 42.4 6.9 0.0 0.0 33.5 33.5 0.0 0.0 0.0 25.5 0.0 34.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.4 6.9 0.0 0.0 33.5 33.5 0.0 0.0 0.0 25.5 0.0 34.3 LOS by Move: D A A A C- C- A A A C A C- HCM2k95thQ: 19 13 0 0 23 23 0 0 0 7 0 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-28 0 -0�- 0 o 0 Critical V/C: 0.736 1! 0 0 Avg Crit Del (sec/veh): 36.7 0 0 0 Avg Delay(sec/veh): 26.3 1 150 LOS: C t Lanes: 2 0 3 0 0 Final Vol: 492*** 1691 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 222 0 0 124 20 0 0 0 0 0 277 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 45 Initial Fut: 492 1691 0 0 847 314 0 0 0 150 0 1098 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1691 0 0 847 314 0 0 0 150 0 1098 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1691 0 0 847 314 0 0 0 150 0 1098 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1691 0 0 847 314 0 0 0 150 0 1098 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.16 0.84 0.00 0.00 0.00 1.12 0.00 1.88 Final Sat.: 3150 5700 0 0 4083 1514 0 0 0 1966 0 3378 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.30 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.08 0.00 0.33 Crit Moves: **** **** **** Green Time: 29.7 69.2 0.0 0.0 39.5 39.5 0.0 0.0 0.0 61.8 0.0 61.8 Volume/Cap: 0.74 0.60 0.00 0.00 0.74 0.74 0.00 0.00 0.00 0.17 0.00 0.74 Delay/Veh: 46.5 9.3 0.0 0.0 35.5 35.5 0.0 0.0 0.0 23.6 0.0 34.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.5 9.3 0.0 0.0 35.5 35.5 0.0 0.0 0.0 23.6 0.0 34.1 LOS by Move: D A A A D+ D+ A A A C A C- HCM2k95thQ: 20 16 0 0 25 25 0 0 0 7 0 37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 314 847*** 0 Lanes: 0 1 2 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 1098*** Loss Time (sec): 9 0 -0�- 0 o 0 Critical V/C: 0.736 1! 0 0 Avg Crit Del (sec/veh): 36.7 0 0 0 Avg Delay(sec/veh): 26.3 1 150 LOS: C t Lanes: 2 0 3 0 0 Final Vol: 492*** 1691 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 222 0 0 124 20 0 0 0 0 0 277 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 45 Initial Fut: 492 1691 0 0 847 314 0 0 0 150 0 1098 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1691 0 0 847 314 0 0 0 150 0 1098 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1691 0 0 847 314 0 0 0 150 0 1098 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1691 0 0 847 314 0 0 0 150 0 1098 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.16 0.84 0.00 0.00 0.00 1.12 0.00 1.88 Final Sat.: 3150 5700 0 0 4083 1514 0 0 0 1966 0 3378 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.30 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.08 0.00 0.33 Crit Moves: **** **** **** Green Time: 29.7 69.2 0.0 0.0 39.5 39.5 0.0 0.0 0.0 61.8 0.0 61.8 Volume/Cap: 0.74 0.60 0.00 0.00 0.74 0.74 0.00 0.00 0.00 0.17 0.00 0.74 Delay/Veh: 46.5 9.3 0.0 0.0 35.5 35.5 0.0 0.0 0.0 23.6 0.0 34.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.5 9.3 0.0 0.0 35.5 35.5 0.0 0.0 0.0 23.6 0.0 34.1 LOS by Move: D A A A D+ D+ A A A C A C- HCM2k95thQ: 20 16 0 0 25 25 0 0 0 7 0 37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-29 0 0 0 1! Critical V/C: 0.659 0 0 0 � Avg Crit Del (sec/veh): 14.7 � 0 301- 1 Avg Delay (sec/veh): 12.6 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 2108*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 180 0 12 53 0 0 0 0 0 0 0 PasserByVol: 0 25 0 5 5 0 0 0 0 0 0 0 Initial Fut: 0 2108 261 258 499 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2108 261 258 499 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2108 261 258 499 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2108 261 258 499 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.66 0.34 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 4982 617 3150 5700 0 2542 0 2708 0 0 0 ------------ I --------------- II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.42 0.08 0.09 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 90.0 90.0 17.4 107 0.0 23.6 0.0 23.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.66 0.66 0.66 0.11 0.00 0.58 0.00 0.66 0.00 0.00 0.00 Delay/Veh: 0.0 0.5 0.5 57.0 0.0 0.0 54.5 0.0 56.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.5 0.5 57.0 0.0 0.0 54.5 0.0 56.4 0.0 0.0 0.0 LOS by Move: A A A E+ A A D- A E+ A A A HCM2k95thQ: 0 2 2 12 0 0 15 0 17 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 499 258*** Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 249 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.659 0 0 0 � Avg Crit Del (sec/veh): 14.7 � 0 301- 1 Avg Delay (sec/veh): 12.6 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 2108*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 180 0 12 53 0 0 0 0 0 0 0 PasserByVol: 0 25 0 5 5 0 0 0 0 0 0 0 Initial Fut: 0 2108 261 258 499 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2108 261 258 499 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2108 261 258 499 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2108 261 258 499 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.66 0.34 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 4982 617 3150 5700 0 2542 0 2708 0 0 0 ------------ I --------------- II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.42 0.08 0.09 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 90.0 90.0 17.4 107 0.0 23.6 0.0 23.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.66 0.66 0.66 0.11 0.00 0.58 0.00 0.66 0.00 0.00 0.00 Delay/Veh: 0.0 0.5 0.5 57.0 0.0 0.0 54.5 0.0 56.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.5 0.5 57.0 0.0 0.0 54.5 0.0 56.4 0.0 0.0 0.0 LOS by Move: A A A E+ A A D- A E+ A A A HCM2k95thQ: 0 2 2 12 0 0 15 0 17 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-30 0 0 0 1! Critical V/C: 0.682 0 0 0 Avg Crit Del (sec/veh): 15.3 0 301- 1 Avg Delay (sec/veh): 13.1 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 2150*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 222 0 59 65 0 0 0 0 0 0 0 PasserByVol: 0 25 0 5 5 0 0 0 0 0 0 0 Initial Fut: 0 2150 261 305 511 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2150 261 305 511 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2150 261 305 511 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2150 261 305 511 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.66 0.34 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 4993 606 3150 5700 0 2542 0 2708 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.43 0.10 0.09 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 88.3 88.3 19.9 108 0.0 22.8 0.0 22.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.68 0.68 0.68 0.12 0.00 0.60 0.00 0.68 0.00 0.00 0.00 Delay/Veh: 0.0 0.6 0.6 55.1 0.0 0.0 55.5 0.0 57.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.6 0.6 55.1 0.0 0.0 55.5 0.0 57.6 0.0 0.0 0.0 LOS by Move: A A A E+ A A E+ A E+ A A A HCM2k95thQ: 0 3 3 13 0 0 15 0 18 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 511 305*** Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 249 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.682 0 0 0 Avg Crit Del (sec/veh): 15.3 0 301- 1 Avg Delay (sec/veh): 13.1 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 2150*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 222 0 59 65 0 0 0 0 0 0 0 PasserByVol: 0 25 0 5 5 0 0 0 0 0 0 0 Initial Fut: 0 2150 261 305 511 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2150 261 305 511 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2150 261 305 511 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2150 261 305 511 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.66 0.34 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 4993 606 3150 5700 0 2542 0 2708 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.43 0.10 0.09 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 88.3 88.3 19.9 108 0.0 22.8 0.0 22.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.68 0.68 0.68 0.12 0.00 0.60 0.00 0.68 0.00 0.00 0.00 Delay/Veh: 0.0 0.6 0.6 55.1 0.0 0.0 55.5 0.0 57.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.6 0.6 55.1 0.0 0.0 55.5 0.0 57.6 0.0 0.0 0.0 LOS by Move: A A A E+ A A E+ A E+ A A A HCM2k95thQ: 0 3 3 13 0 0 15 0 18 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 62 324 211 - Lanes: 1 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 95 104 1 1 0 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.693 1 233*** 0 Avg Crit Del (sec/veh): 19.6 0 0 1 Avg Delay (sec/veh): 19.1 2 124 LOS: 13- -t t* Lanes: 1 0 2 0 1 Final Vol: 208 1399*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 180 0 0 53 0 0 0 0 0 0 0 PasserByVol: 0 25 0 0 5 0 0 0 0 0 0 0 Initial Fut: 208 1399 191 211 324 62 104 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1399 191 211 324 62 104 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1399 191 211 324 62 104 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1399 191 211 324 62 104 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.24 1.76 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2178 3268 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.37 0.11 0.07 0.09 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 30.2 48.2 48.2 8.8 26.7 26.7 10.0 10.0 0.0 16.0 16.0 0.0 Volume/Cap: 0.37 0.73 0.22 0.73 0.30 0.13 0.45 0.45 0.00 0.23 0.73 0.00 Delay/Veh: 17.7 7.1 4.2 47.9 20.0 18.9 40.5 40.5 0.0 34.4 45.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 17.7 7.1 4.2 47.9 20.0 18.9 40.5 40.5 0.0 34.4 45.4 0.0 LOS by Move: B A A D B- B- D D A C- D A HCM2k95thQ: 8 18 3 8 6 2 6 6 0 4 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 65 333 211 - Lanes: 1 0 4 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 95 117 1 1 0 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.705 1 233*** 0 � Avg Crit Del (sec/veh): 19.7 � 0 0 1 Avg Delay (sec/veh): 19.2 2 124 LOS: 13- -t t* Lanes: 1 0 2 0 1 Final Vol: 208 1428*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 209 0 0 62 3 13 0 0 0 0 0 PasserByVol: 0 25 0 0 5 0 0 0 0 0 0 0 Initial Fut: 208 1428 191 211 333 65 117 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1428 191 211 333 65 117 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1428 191 211 333 65 117 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1428 191 211 333 65 117 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.33 1.67 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2334 3112 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.38 0.11 0.07 0.09 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 30.3 48.5 48.5 8.6 26.8 26.8 10.0 10.0 0.0 15.8 15.8 0.0 Volume/Cap: 0.37 0.74 0.21 0.74 0.31 0.13 0.48 0.48 0.00 0.24 0.74 0.00 Delay/Veh: 17.6 7.0 4.0 48.8 19.9 18.8 40.7 40.7 0.0 34.6 46.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 17.6 7.0 4.0 48.8 19.9 18.8 40.7 40.7 0.0 34.6 46.3 0.0 LOS by Move: B A A D B- B- D D A C- D A HCM2k95thQ: 8 19 3 8 6 2 6 6 0 4 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 83*** 0 0 Lanes: 1 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 120 54*** 1 0 112 Loss Time (sec): 12 0 1 870 2 Critical V/C: 0.452 2 1491*** 1 7;11 Avg Crit Del (sec/veh): 16.1 0 85 0 Avg Delay (sec/veh): 21.2 1 204 LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 74*** 0 104 Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 74 0 104 0 0 83 54 655 85 204 1326 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 0 104 0 0 83 54 655 85 204 1326 112 Added Vol: 0 0 0 0 0 0 0 74 0 0 121 0 PasserByVol: 0 0 0 0 0 0 0 141 0 0 44 0 Initial Fut: 74 0 104 0 0 83 54 870 85 204 1491 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 0 104 0 0 83 54 870 85 204 1491 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 0 104 0 0 83 54 870 85 204 1491 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 0 104 0 0 83 54 870 85 204 1491 112 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.72 0.28 1.00 2.78 0.22 Final Sat.: 1750 0 1750 0 0 1750 1750 5101 498 1750 5208 391 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.05 0.03 0.17 0.17 0.12 0.29 0.29 Crit Moves: **** **** **** **** Green Time: 15.8 0.0 15.8 0.0 0.0 12.6 8.2 50.0 50.0 34.2 76.0 76.0 Volume/Cap: 0.32 0.00 0.45 0.00 0.00 0.45 0.45 0.41 0.41 0.41 0.45 0.45 Delay/Veh: 48.1 0.0 49.5 0.0 0.0 52.2 56.5 24.7 24.7 35.3 11.4 11.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.1 0.0 49.5 0.0 0.0 52.2 56.5 24.7 24.7 35.3 11.4 11.4 LOS by Move: D A D A A D- E+ C C D+ B+ B+ HCM2k95thQ: 6 0 8 0 0 7 4 15 15 12 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 83*** 0 0 Lanes: 1 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 120 54*** 1 0 112 Loss Time (sec): 12 0 1 1275 2 Critical V/C: 0.497 2 1720*** 1 7;11 Avg Crit Del (sec/veh): 15.0 0 85 0 Avg Delay (sec/veh): 19.7 1 204 LOS: B- t Lanes: 1 0 0 0 1 Final Vol: 74*** 0 104 Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 74 0 104 0 0 83 54 655 85 204 1326 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 0 104 0 0 83 54 655 85 204 1326 112 Added Vol: 0 0 0 0 0 0 0 479 0 0 350 0 PasserByVol: 0 0 0 0 0 0 0 141 0 0 44 0 Initial Fut: 74 0 104 0 0 83 54 1275 85 204 1720 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 0 104 0 0 83 54 1275 85 204 1720 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 0 104 0 0 83 54 1275 85 204 1720 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 0 104 0 0 83 54 1275 85 204 1720 112 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.81 0.19 1.00 2.81 0.19 Final Sat.: 1750 0 1750 0 0 1750 1750 5250 350 1750 5257 342 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.05 0.03 0.24 0.24 0.12 0.33 0.33 Crit Moves: **** **** **** **** Green Time: 14.3 0.0 14.3 0.0 0.0 11.4 7.4 58.4 58.4 28.0 78.9 78.9 Volume/Cap: 0.35 0.00 0.50 0.00 0.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Delay/Veh: 49.6 0.0 51.3 0.0 0.0 53.9 58.0 21.1 21.1 40.9 10.6 10.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 49.6 0.0 51.3 0.0 0.0 53.9 58.0 21.1 21.1 40.9 10.6 10.6 LOS by Move: D A D- A A D- E+ C+ C+ D B+ B+ HCM2k95thQ: 6 0 9 0 0 7 4 20 20 13 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-35 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l nd u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 733*** 1 Critical V/C: 0.640 1 1065 1 Avg Crit Del (sec/veh): 30.2 0 215 0 Avg Delay (sec/veh): 23.8 1 210*** LOS: C Lanes: 1 0 0 0 1 Final Vol: 365*** 0 321 Signal=Spl it/Rights=l ncl u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 365 0 279 0 0 0 0 462 214 205 960 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 0 279 0 0 0 0 462 214 205 960 0 Added Vol: 0 0 0 0 0 0 0 85 1 0 79 0 PasserByVol: 0 0 42 0 0 0 0 186 0 5 26 0 Initial Fut: 365 0 321 0 0 0 0 733 215 210 1065 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 365 0 321 0 0 0 0 733 215 210 1065 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 0 321 0 0 0 0 733 215 210 1065 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 365 0 321 0 0 0 0 733 215 210 1065 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.53 0.47 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2860 839 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.18 0.00 0.00 0.00 0.00 0.26 0.26 0.12 0.29 0.00 Crit Moves: **** **** **** Green Time: 34.2 0.0 34.2 0.0 0.0 0.0 0.0 42.1 42.1 19.7 61.8 0.0 Volume/Cap: 0.64 0.00 0.56 0.00 0.00 0.00 0.00 0.64 0.64 0.64 0.49 0.00 Delay/Veh: 32.6 0.0 30.5 0.0 0.0 0.0 0.0 26.3 26.3 43.6 12.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.6 0.0 30.5 0.0 0.0 0.0 0.0 26.3 26.3 43.6 12.7 0.0 LOS by Move: C- A C A A A A C C D B A HCM2k95thQ: 21 0 18 0 0 0 0 23 23 13 18 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l ncl u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 763*** 1 Critical V/C: 0.656 1 1086 1 Avg Crit Del (sec/veh): 30.3 0 226 0 Avg Delay (sec/veh): 23.9 1 210*** LOS: C Lanes: 1 0 0 0 1 Final Vol: 371*** 0 321 Signal=Spl it/Rights=l ncl u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 365 0 279 0 0 0 0 462 214 205 960 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 0 279 0 0 0 0 462 214 205 960 0 Added Vol: 6 0 0 0 0 0 0 115 12 0 100 0 PasserByVol: 0 0 42 0 0 0 0 186 0 5 26 0 Initial Fut: 371 0 321 0 0 0 0 763 226 210 1086 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 371 0 321 0 0 0 0 763 226 210 1086 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 0 321 0 0 0 0 763 226 210 1086 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 371 0 321 0 0 0 0 763 226 210 1086 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.53 0.47 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2854 845 1750 3700 0 ------------ I---------------II---------------II--------------- Capacity Analysis Module: II ---------------I Vol/Sat: 0.21 0.00 0.18 0.00 0.00 0.00 0.00 0.27 0.27 0.12 0.29 0.00 Crit Moves: **** **** **** Green Time: 34.0 0.0 34.0 0.0 0.0 0.0 0.0 42.8 42.8 19.2 62.0 0.0 Volume/Cap: 0.66 0.00 0.57 0.00 0.00 0.00 0.00 0.66 0.66 0.66 0.50 0.00 Delay/Veh: 33.3 0.0 30.8 0.0 0.0 0.0 0.0 26.2 26.2 44.7 12.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 33.3 0.0 30.8 0.0 0.0 0.0 0.0 26.2 26.2 44.7 12.6 0.0 LOS by Move: C- A C A A A A C C D B A HCM2k95thQ: 21 0 18 0 0 0 0 24 24 13 18 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 118 125 113*** Lanes: 0 1 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 149*** 1 0 78 Loss Time (sec): 12 0 1 845 2 Critical V/C: 0.744 2 1566*** 1 Avg Crit Del (sec/veh): 35.6 0 28 0 Avg Delay (sec/veh): 34.3 1 110 LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 134 221*** 174 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 221 174 112 125 118 149 631 28 110 1402 78 Added Vol: 0 0 0 1 0 0 0 74 0 0 121 0 PasserByVol: 0 0 0 0 0 0 0 140 0 0 43 0 Initial Fut: 134 221 174 113 125 118 149 845 28 110 1566 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 221 174 113 125 118 149 845 28 110 1566 78 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 221 174 113 125 118 149 845 28 110 1566 78 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 221 174 113 125 118 149 845 28 110 1566 78 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.56 0.44 1.00 0.51 0.49 1.00 2.90 0.10 1.00 2.85 0.15 Final Sat.: 1750 1007 793 1750 926 874 1750 5420 180 1750 5334 266 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.22 0.06 0.14 0.14 0.09 0.16 0.16 0.06 0.29 0.29 Crit Moves **** **** **** **** Green Time: 15.2 32.4 32.4 9.5 26.8 26.8 12.6 39.8 39.8 16.2 43.4 43.4 Volume/Cap: 0.55 0.74 0.74 0.74 0.55 0.55 0.74 0.43 0.43 0.43 0.74 0.74 Delay/Veh: 47.0 40.7 40.7 66.9 37.9 37.9 61.1 26.7 26.7 43.8 29.9 29.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.0 40.7 40.7 66.9 37.9 37.9 61.1 26.7 26.7 43.8 29.9 29.9 LOS by Move: D D D E D+ D+ E C C D C C HCM2k95thQ: 9 23 23 11 15 15 11 14 14 7 28 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-38 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 118 125 124*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 149*** 1 0 84 Loss Time (sec): 12 0 1 1250 2 Critical V/C: 0.804 2 1795*** 1 Avg Crit Del (sec/veh): 37.2 0 28 0 Avg Delay (sec/veh): 34.4 1 112 LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 134 221*** 183 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 221 174 112 125 118 149 631 28 110 1402 78 Added Vol: 0 0 9 12 0 0 0 479 0 2 350 6 PasserByVol: 0 0 0 0 0 0 0 140 0 0 43 0 Initial Fut: 134 221 183 124 125 118 149 1250 28 112 1795 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 221 183 124 125 118 149 1250 28 112 1795 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 221 183 124 125 118 149 1250 28 112 1795 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 221 183 124 125 118 149 1250 28 112 1795 84 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.55 0.45 1.00 0.51 0.49 1.00 2.93 0.07 1.00 2.86 0.14 Final Sat.: 1750 985 815 1750 926 874 1750 5477 123 1750 5349 250 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.22 0.07 0.14 0.14 0.09 0.23 0.23 0.06 0.34 0.34 Crit Moves **** **** **** **** Green Time: 14.6 30.7 30.7 9.7 25.8 25.8 11.7 45.0 45.0 12.6 45.9 45.9 Volume/Cap: 0.58 0.80 0.80 0.80 0.58 0.58 0.80 0.56 0.56 0.56 0.80 0.80 Delay/Veh: 48.3 46.0 46.0 74.7 39.2 39.2 69.9 25.2 25.2 49.5 30.2 30.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.3 46.0 46.0 74.7 39.2 39.2 69.9 25.2 25.2 49.5 30.2 30.2 LOS by Move: D D D E D D E C C D C C HCM2k95thQ: 9 25 25 13 15 15 11 20 20 8 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-39 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #20: Portal Avenue / Stevens Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 0 1 0 0 62*** 1 0 1148 2 Vol Cnt Date: 1 Rights=Include Lanes: Final Vol: 17 0 180 Sig nal=Permit/Rights=l ncl u d e 43 10 168- 0 1 0 0 1 Signal=Protect Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 180 0 161 Loss Time (sec): 9 1 Critical V/C: 0.493 2 1724*** Avg Crit Del (sec/veh): 19.9 0 Avg Delay (sec/veh): 20.2 1 15 LOS: C+ -4) *t t t Lanes: 1 0 0 1 0 Final Vol: 33 24 33 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 24 33 168 10 43 62 888 17 15 1577 161 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 24 33 168 10 43 62 888 17 15 1577 161 Added Vol: 0 0 0 0 0 0 0 74 0 0 121 0 PasserByVol: 0 0 0 0 0 0 0 186 0 0 26 0 Initial Fut: 33 24 33 168 10 43 62 1148 17 15 1724 161 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 24 33 168 10 43 62 1148 17 15 1724 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 24 33 168 10 43 62 1148 17 15 1724 161 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 24 33 168 10 43 62 1148 17 15 1724 161 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.42 0.58 1.00 0.19 0.81 1.00 2.95 0.05 1.00 2.73 0.27 Final Sat.: 1750 758 1042 1750 340 1460 1750 5518 82 1750 5121 478 ------------ I --------------- II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.10 0.03 0.03 0.04 0.21 0.21 0.01 0.34 0.34 Crit Moves: **** **** **** Green Time: 35.1 35.1 35.1 35.1 35.1 35.1 12.9 115 114.5 21.4 123 123.0 Volume/Cap: 0.10 0.16 0.16 0.49 0.15 0.15 0.49 0.33 0.33 0.07 0.49 0.49 Delay/Veh: 59.6 60.5 60.5 65.7 60.3 60.3 83.4 15.1 15.1 70.6 13.7 13.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.6 60.5 60.5 65.7 60.3 60.3 83.4 15.1 15.1 70.6 13.7 13.7 LOS by Move: E+ E E E E E F B B E B B HCM2k95thQ: 3 5 5 17 5 5 7 18 18 2 28 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-40 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #20: Portal Avenue / Stevens Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 0 1 0 0 62*** 1 0 1574 2 Vol Cnt Date: 1 Rights=Include Lanes: Final Vol: 17 0 180 Sig nal=Permit/Rights=l ncl u d e 43 10 168*** 0 1 0 0 1 Signal=Protect Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 180 0 161 Loss Time (sec): 9 1 Critical V/C: 0.537 2 1961*** Avg Crit Del (sec/veh): 18.7 0 Avg Delay (sec/veh): 18.3 1 15 LOS: 13- -4) *t t Lanes: 1 0 0 1 0 Final Vol: 33 24 33 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 24 33 168 10 43 62 888 17 15 1577 161 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 24 33 168 10 43 62 888 17 15 1577 161 Added Vol: 0 0 0 0 0 0 0 500 0 0 358 0 PasserByVol: 0 0 0 0 0 0 0 186 0 0 26 0 Initial Fut: 33 24 33 168 10 43 62 1574 17 15 1961 161 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 24 33 168 10 43 62 1574 17 15 1961 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 24 33 168 10 43 62 1574 17 15 1961 161 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 24 33 168 10 43 62 1574 17 15 1961 161 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.42 0.58 1.00 0.19 0.81 1.00 2.97 0.03 1.00 2.76 0.24 Final Sat.: 1750 758 1042 1750 340 1460 1750 5540 60 1750 5175 425 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.10 0.03 0.03 0.04 0.28 0.28 0.01 0.38 0.38 Crit Moves: **** **** **** Green Time: 32.2 32.2 32.2 32.2 32.2 32.2 11.9 122 122.1 16.7 127 127.0 Volume/Cap: 0.11 0.18 0.18 0.54 0.16 0.16 0.54 0.42 0.42 0.09 0.54 0.54 Delay/Veh: 62.0 63.0 63.0 69.0 62.8 62.8 86.4 13.1 13.1 74.9 12.7 12.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.0 63.0 63.0 69.0 62.8 62.8 86.4 13.1 13.1 74.9 12.7 12.7 LOS by Move: E E E E E E F B B E B B HCM2k95thQ: 3 6 6 17 5 5 7 23 23 2 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-41 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 12 4*** 23 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 165 44*** 1 0 53 Loss Time (sec): 12 0 1 1277 2 Critical V/C: 0.413 2 1867*** 1 � Avg Crit Del (sec/veh): 7.3 � 0 4 0 Avg Delay (sec/veh): 9.5 1 71 LOS: A t Lanes: 0 1 0 0 1 Final Vol: 4 0 24 Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 24 23 4 11 42 1067 4 71 1706 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 24 23 4 11 42 1067 4 71 1706 53 Added Vol: 0 0 0 0 0 1 2 72 0 0 120 0 PasserByVol: 0 0 0 0 0 0 0 138 0 0 41 0 Initial Fut: 4 0 24 23 4 12 44 1277 4 71 1867 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 0 24 23 4 12 44 1277 4 71 1867 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 24 23 4 12 44 1277 4 71 1867 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 24 23 4 12 44 1277 4 71 1867 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.85 0.15 1.00 1.00 2.99 0.01 1.00 2.91 0.09 Final Sat.: 1800 0 1750 1533 267 1750 1750 5582 17 1750 5445 155 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.01 0.02 0.02 0.01 0.03 0.23 0.23 0.04 0.34 0.34 Crit Moves: **** **** **** Green Time: 10.0 0.0 10.0 10.0 10.0 10.0 9.8 121 120.6 22.4 133 133.2 Volume/Cap: 0.04 0.00 0.23 0.25 0.25 0.11 0.42 0.31 0.31 0.30 0.42 0.42 Delay/Veh: 73.1 0.0 74.9 75.1 75.1 73.8 77.7 7.8 7.8 65.0 4.7 4.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.1 0.0 74.9 75.1 75.1 73.8 77.7 7.8 7.8 65.0 4.7 4.7 LOS by Move: E A E E- E- E E- A A E A A HCM2k95thQ: 0 0 3 3 3 1 5 14 14 6 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-42 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 168*** 4 83 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 165 380*** 1 0 131 Loss Time (sec): 12 0 1 1368 2 Critical V/C: 0.738 2 1948*** 1 Avg Crit Del (sec/veh): 40.1 0 4 0 Avg Delay (sec/veh): 31.8 1 71 LOS: C t Lanes: 0 1 0 0 1 Final Vol: 4 0 24 Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 24 23 4 11 42 1067 4 71 1706 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 24 23 4 11 42 1067 4 71 1706 53 Added Vol: 0 0 0 60 0 157 338 163 0 0 201 78 PasserByVol: 0 0 0 0 0 0 0 138 0 0 41 0 Initial Fut: 4 0 24 83 4 168 380 1368 4 71 1948 131 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 0 24 83 4 168 380 1368 4 71 1948 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 24 83 4 168 380 1368 4 71 1948 131 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 24 83 4 168 380 1368 4 71 1948 131 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.95 0.05 1.00 1.00 2.99 0.01 1.00 2.80 0.20 Final Sat.: 1800 0 1750 1717 83 1750 1750 5584 16 1750 5247 353 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.01 0.05 0.05 0.10 0.22 0.25 0.25 0.04 0.37 0.37 Crit Moves: **** **** **** Green Time: 21.5 0.0 21.5 21.5 21.5 21.5 48.5 112 112.1 19.4 83.0 83.0 Volume/Cap: 0.02 0.00 0.11 0.37 0.37 0.74 0.74 0.36 0.36 0.34 0.74 0.74 Delay/Veh: 62.6 0.0 63.5 66.6 66.6 81.1 58.1 11.3 11.3 68.0 33.5 33.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.6 0.0 63.5 66.6 66.6 81.1 58.1 11.3 11.3 68.0 33.5 33.5 LOS by Move: E A E E E F E+ B+ B+ E C- C- HCM2k95thQ: 0 0 2 9 9 19 32 18 18 7 42 42 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-43 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 71 585 82*** Lanes: 1 0 4 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 59 1 1 267 Loss Time (sec): 12 0 0 359 3 Critical V/C: 0.722 3 1013 0 Avg Crit Del (sec/veh): 51.9 0 238*** 1 Avg Delay (sec/veh): 51.7 2 436*** LOS: D- Lanes: 2 0 2 0 1 Final Vol: 309 1341*** 166 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 277 1285 28 78 544 71 59 308 206 348 913 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 277 1285 28 78 544 71 59 308 206 348 913 257 Added Vol: 26 53 138 4 14 0 0 51 5 78 91 10 PasserByVol: 6 3 0 0 27 0 0 0 27 10 9 0 Initial Fut: 309 1341 166 82 585 71 59 359 238 436 1013 267 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 309 1341 166 82 585 71 59 359 238 436 1013 267 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 309 1341 166 82 585 71 59 359 238 436 1013 267 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 309 1341 166 82 585 71 59 359 238 436 1013 267 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.35 0.09 0.05 0.10 0.04 0.03 0.06 0.14 0.14 0.18 0.15 Crit Moves: **** **** **** **** Green Time: 50.0 90.4 125.8 12.0 52.3 65.0 12.6 34.8 34.8 35.5 57.7 57.7 Volume/Cap: 0.36 0.72 0.14 0.72 0.36 0.12 0.49 0.33 0.72 0.72 0.57 0.49 Delay/Veh: 53.4 37.8 10.2 102.8 51.7 39.6 84.1 63.5 76.3 72.5 52.3 51.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.4 37.8 10.2 102.8 51.7 39.6 84.1 63.5 76.3 72.5 52.3 51.0 LOS by Move: D- D+ B+ F D- D F E E- E D- D- HCM2k95thQ: 15 46 7 12 16 6 8 ll 25 24 26 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Page 2-44 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 71 622 82*** Lanes: 1 0 4 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 59 1 1 267 Loss Time (sec): 12 0 0 359 3 Critical V/C: 0.758 3 1013 0 Avg Crit Del (sec/veh): 53.9 0 255*** 1 Avg Delay (sec/veh): 52.2 2 463*** LOS: D- Lanes: 2 0 2 0 1 Final Vol: 319 1397*** 186 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 277 1285 28 78 544 71 59 308 206 348 913 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 277 1285 28 78 544 71 59 308 206 348 913 257 Added Vol: 36 109 158 4 51 0 0 51 22 105 91 10 PasserByVol: 6 3 0 0 27 0 0 0 27 10 9 0 Initial Fut: 319 1397 186 82 622 71 59 359 255 463 1013 267 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 319 1397 186 82 622 71 59 359 255 463 1013 267 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 319 1397 186 82 622 71 59 359 255 463 1013 267 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 319 1397 186 82 622 71 59 359 255 463 1013 267 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.37 0.11 0.05 0.11 0.04 0.03 0.06 0.15 0.15 0.18 0.15 Crit Moves: **** **** **** **** Green Time: 48.7 89.8 125.6 11.4 52.5 65.3 12.8 35.6 35.6 35.9 58.6 58.6 Volume/Cap: 0.38 0.76 0.16 0.76 0.38 0.11 0.49 0.33 0.76 0.76 0.56 0.48 Delay/Veh: 54.6 39.6 10.4 109.2 52.0 39.3 83.7 62.8 78.3 74.0 51.5 50.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.6 39.6 10.4 109.2 52.0 39.3 83.7 62.8 78.3 74.0 51.5 50.2 LOS by Move: D- D B+ F D- D F E E- E D- D HCM2k95thQ: 15 49 7 12 17 5 8 ll 27 25 26 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-45 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #23: Wolfe Road / Fremont Avenue Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 554 762*** 17 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 461 *** 2 0 127 Loss Time (sec): 12 0 1 193 2 Critical V/C: 0.570 0 42*** 0 Avg Crit Del (sec/veh): 48.1 0 202 1 Avg Delay (sec/veh): 52.7 1 7 LOS: D- t Lanes: 1 0 2 1 0 Final Vol: 144*** 1147 31 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 114 1026 30 17 664 492 354 183 148 6 42 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 1026 30 17 664 492 354 183 148 6 42 127 Added Vol: 15 111 0 0 36 60 107 0 17 0 0 0 PasserByVol: 15 10 1 0 62 2 0 10 37 1 0 0 Initial Fut: 144 1147 31 17 762 554 461 193 202 7 42 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 144 1147 31 17 762 554 461 193 202 7 42 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 1147 31 17 762 554 461 193 202 7 42 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 1147 31 17 762 554 461 193 202 7 42 127 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.92 0.08 0.05 1.95 1.00 2.00 2.00 1.00 1.00 0.25 0.75 Final Sat.: 1750 5452 147 81 3633 1800 3150 3800 1750 1750 447 1353 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.21 0.21 0.00 0.21 0.31 0.15 0.05 0.12 0.00 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 23.2 55.0 55.0 57.9 86.7 86.7 38.3 37.0 60.1 25.9 24.5 24.5 Volume/Cap: 0.66 0.71 0.71 0.67 0.45 0.66 0.71 0.25 0.36 0.03 0.71 0.71 Delay/Veh: 82.1 57.7 57.7 54.6 32.3 37.5 69.9 60.9 46.7 66.9 84.1 84.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.1 57.7 57.7 54.6 32.3 37.5 69.9 60.9 46.7 66.9 84.1 84.1 LOS by Move: F E+ E+ D- C- D+ E E D E F F HCM2k95thQ: 15 33 33 32 25 40 25 8 16 1 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-46 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #23: Wolfe Road / Fremont Avenue Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 554 844*** 17 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 461 *** 2 0 127 Loss Time (sec): 12 0 1 193 2 Critical V/C: 0.601 0 42*** 0 Avg Crit Del (sec/veh): 48.6 0 214 1 Avg Delay (sec/veh): 53.2 1 7 LOS: D- t Lanes: 1 0 2 1 0 Final Vol: 155*** 1232 31 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 114 1026 30 17 664 492 354 183 148 6 42 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 1026 30 17 664 492 354 183 148 6 42 127 Added Vol: 26 196 0 0 118 60 107 0 29 0 0 0 PasserByVol: 15 10 1 0 62 2 0 10 37 1 0 0 Initial Fut: 155 1232 31 17 844 554 461 193 214 7 42 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 1232 31 17 844 554 461 193 214 7 42 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 1232 31 17 844 554 461 193 214 7 42 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 1232 31 17 844 554 461 193 214 7 42 127 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.92 0.08 0.04 1.96 1.00 2.00 2.00 1.00 1.00 0.25 0.75 Final Sat.: 1750 5462 137 73 3636 1800 3150 3800 1750 1750 447 1353 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.23 0.23 0.00 0.23 0.31 0.15 0.05 0.12 0.00 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 25.3 55.8 55.8 60.5 87.9 87.9 36.2 35.0 60.3 24.5 23.2 23.2 Volume/Cap: 0.65 0.75 0.75 0.71 0.49 0.65 0.75 0.27 0.38 0.03 0.75 0.75 Delay/Veh: 79.7 58.6 58.6 54.3 32.4 36.5 73.2 62.6 47.0 68.1 88.8 88.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.7 58.6 58.6 54.3 32.4 36.5 73.2 62.6 47.0 68.1 88.8 88.8 LOS by Move: E- E+ E+ D- C- D+ E E D E F F HCM2k95thQ: 16 35 35 35 28 39 25 8 17 1 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-47 0 0 0 0 Critical V/C: 0.580 1! 0 0 � Avg Crit Del (sec/veh): 20.0 � 0 0 0 Avg Delay (sec/veh): 15.0 0 71... LOS: B Lanes: 0 0 1 1 0 Final Vol: 0 1466*** 59 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1316 59 62 801 0 0 0 0 71 0 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1316 59 62 801 0 0 0 0 71 0 106 Added Vol: 0 126 0 0 53 0 0 0 0 0 0 0 PasserByVol: 0 24 0 0 100 0 0 0 0 0 0 0 Initial Fut: 0 1466 59 62 954 0 0 0 0 71 0 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1466 59 62 954 0 0 0 0 71 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1466 59 62 954 0 0 0 0 71 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1466 59 62 954 0 0 0 0 71 0 106 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 0.40 0.00 0.60 Final Sat.: 0 3557 143 1750 3800 0 0 0 0 702 0 1048 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.41 0.41 0.04 0.25 0.00 0.00 0.00 0.00 0.10 0.00 0.10 Crit Moves: **** **** **** Green Time: 0.0 117 117.2 10.1 127 0.0 0.0 0.0 0.0 28.8 0.0 28.8 Volume/Cap: 0.00 0.58 0.58 0.58 0.33 0.00 0.00 0.00 0.00 0.58 0.00 0.58 Delay/Veh: 0.0 12.1 12.1 83.2 5.8 0.0 0.0 0.0 0.0 65.4 0.0 65.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 12.1 12.1 83.2 5.8 0.0 0.0 0.0 0.0 65.4 0.0 65.4 LOS by Move: A B B F A A A A A E A E HCM2k95thQ: 0 33 33 7 14 0 0 0 0 17 0 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 954 62*** Lanes: 0 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 0 0 0 106 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.580 1! 0 0 � Avg Crit Del (sec/veh): 20.0 � 0 0 0 Avg Delay (sec/veh): 15.0 0 71... LOS: B Lanes: 0 0 1 1 0 Final Vol: 0 1466*** 59 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1316 59 62 801 0 0 0 0 71 0 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1316 59 62 801 0 0 0 0 71 0 106 Added Vol: 0 126 0 0 53 0 0 0 0 0 0 0 PasserByVol: 0 24 0 0 100 0 0 0 0 0 0 0 Initial Fut: 0 1466 59 62 954 0 0 0 0 71 0 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1466 59 62 954 0 0 0 0 71 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1466 59 62 954 0 0 0 0 71 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1466 59 62 954 0 0 0 0 71 0 106 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 0.40 0.00 0.60 Final Sat.: 0 3557 143 1750 3800 0 0 0 0 702 0 1048 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.41 0.41 0.04 0.25 0.00 0.00 0.00 0.00 0.10 0.00 0.10 Crit Moves: **** **** **** Green Time: 0.0 117 117.2 10.1 127 0.0 0.0 0.0 0.0 28.8 0.0 28.8 Volume/Cap: 0.00 0.58 0.58 0.58 0.33 0.00 0.00 0.00 0.00 0.58 0.00 0.58 Delay/Veh: 0.0 12.1 12.1 83.2 5.8 0.0 0.0 0.0 0.0 65.4 0.0 65.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 12.1 12.1 83.2 5.8 0.0 0.0 0.0 0.0 65.4 0.0 65.4 LOS by Move: A B B F A A A A A E A E HCM2k95thQ: 0 33 33 7 14 0 0 0 0 17 0 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-48 0 0 0 0 Critical V/C: 0.613 1! 0 0 � Avg Crit Del (sec/veh): 20.1 � 0 0 0 Avg Delay (sec/veh): 15.0 0 78*** LOS: B Lanes: 0 0 1 1 0 Final Vol: 0 1563*** 62 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1316 59 62 801 0 0 0 0 71 0 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1316 59 62 801 0 0 0 0 71 0 106 Added Vol: 0 223 3 0 147 0 0 0 0 7 0 0 PasserByVol: 0 24 0 0 100 0 0 0 0 0 0 0 Initial Fut: 0 1563 62 62 1048 0 0 0 0 78 0 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1563 62 62 1048 0 0 0 0 78 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1563 62 62 1048 0 0 0 0 78 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1563 62 62 1048 0 0 0 0 78 0 106 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 0.42 0.00 0.58 Final Sat.: 0 3559 141 1750 3800 0 0 0 0 742 0 1008 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.44 0.04 0.28 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves: **** **** **** Green Time: 0.0 118 118.2 9.5 128 0.0 0.0 0.0 0.0 28.3 0.0 28.3 Volume/Cap: 0.00 0.61 0.61 0.61 0.36 0.00 0.00 0.00 0.00 0.61 0.00 0.61 Delay/Veh: 0.0 12.3 12.3 86.6 5.9 0.0 0.0 0.0 0.0 67.0 0.0 67.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 12.3 12.3 86.6 5.9 0.0 0.0 0.0 0.0 67.0 0.0 67.0 LOS by Move: A B B F A A A A A E A E HCM2k95thQ: 0 35 35 7 15 0 0 0 0 18 0 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 1048 62*** Lanes: 0 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 0 0 0 106 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.613 1! 0 0 � Avg Crit Del (sec/veh): 20.1 � 0 0 0 Avg Delay (sec/veh): 15.0 0 78*** LOS: B Lanes: 0 0 1 1 0 Final Vol: 0 1563*** 62 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1316 59 62 801 0 0 0 0 71 0 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1316 59 62 801 0 0 0 0 71 0 106 Added Vol: 0 223 3 0 147 0 0 0 0 7 0 0 PasserByVol: 0 24 0 0 100 0 0 0 0 0 0 0 Initial Fut: 0 1563 62 62 1048 0 0 0 0 78 0 106 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1563 62 62 1048 0 0 0 0 78 0 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1563 62 62 1048 0 0 0 0 78 0 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1563 62 62 1048 0 0 0 0 78 0 106 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 0.42 0.00 0.58 Final Sat.: 0 3559 141 1750 3800 0 0 0 0 742 0 1008 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.44 0.04 0.28 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves: **** **** **** Green Time: 0.0 118 118.2 9.5 128 0.0 0.0 0.0 0.0 28.3 0.0 28.3 Volume/Cap: 0.00 0.61 0.61 0.61 0.36 0.00 0.00 0.00 0.00 0.61 0.00 0.61 Delay/Veh: 0.0 12.3 12.3 86.6 5.9 0.0 0.0 0.0 0.0 67.0 0.0 67.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 12.3 12.3 86.6 5.9 0.0 0.0 0.0 0.0 67.0 0.0 67.0 LOS by Move: A B B F A A A A A E A E HCM2k95thQ: 0 35 35 7 15 0 0 0 0 18 0 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-49 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 74 958 25*** Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 145 98 0 1 88 Loss Time (sec): 9 1 0 54*** 0 Critical V/C: 0.501 0 84 0 � Avg Crit Del (sec/veh): 14.6 � 1 54 1 Avg Delay(sec/veh): 17.4 0 51 LOS: B Lanes: 1 0 1 1 0 Final Vol: 28 1338*** 36 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 26 1188 36 25 805 74 98 54 39 49 84 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 1188 36 25 805 74 98 54 39 49 84 88 Added Vol: 0 126 0 0 53 0 0 0 0 0 0 0 PasserByVol: 2 24 0 0 100 0 0 0 15 2 0 0 Initial Fut: 28 1338 36 25 958 74 98 54 54 51 84 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 1338 36 25 958 74 98 54 54 51 84 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1338 36 25 958 74 98 54 54 51 84 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 1338 36 25 958 74 98 54 54 51 84 88 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.95 0.05 1.00 1.85 0.15 0.64 0.36 1.00 0.38 0.62 1.00 Final Sat.: 1750 3603 97 1750 3434 265 1161 639 1750 680 1120 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.37 0.37 0.01 0.28 0.28 0.08 0.08 0.03 0.08 0.08 0.05 Crit Moves: **** **** **** Green Time: 16.5 105 105.1 7.0 95.6 95.6 23.9 23.9 40.4 23.9 23.9 30.9 Volume/Cap: 0.14 0.51 0.51 0.30 0.42 0.42 0.51 0.51 0.11 0.46 0.46 0.24 Delay/Veh: 58.2 8.9 8.9 68.6 11.8 11.8 56.8 56.8 39.0 55.8 55.8 47.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 58.2 8.9 8.9 68.6 11.8 11.8 56.8 56.8 39.0 55.8 55.8 47.6 LOS by Move: E+ A A E B+ B+ E+ E+ D E+ E+ D HCM2k95thQ: 2 23 23 2 20 20 13 13 4 12 12 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 74 1059 25*** Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 145 98 0 1 88 Loss Time (sec): 9 1 0 54*** 0 Critical V/C: 0.531 0 84 0 � Avg Crit Del (sec/veh): 14.2 � 1 61 1 Avg Delay (sec/veh): 17.0 0 58 LOS: B Lanes: 1 0 1 1 0 Final Vol: 31 1438*** 39 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 26 1188 36 25 805 74 98 54 39 49 84 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 1188 36 25 805 74 98 54 39 49 84 88 Added Vol: 3 226 3 0 154 0 0 0 7 7 0 0 PasserByVol: 2 24 0 0 100 0 0 0 15 2 0 0 Initial Fut: 31 1438 39 25 1059 74 98 54 61 58 84 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 31 1438 39 25 1059 74 98 54 61 58 84 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 1438 39 25 1059 74 98 54 61 58 84 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 31 1438 39 25 1059 74 98 54 61 58 84 88 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.95 0.05 1.00 1.87 0.13 0.64 0.36 1.00 0.41 0.59 1.00 Final Sat.: 1750 3602 98 1750 3458 242 1161 639 1750 735 1065 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.40 0.40 0.01 0.31 0.31 0.08 0.08 0.03 0.08 0.08 0.05 Crit Moves: **** **** **** Green Time: 15.5 106 106.5 7.0 98.0 98.0 22.5 22.5 38.0 22.5 22.5 29.5 Volume/Cap: 0.17 0.54 0.54 0.30 0.45 0.45 0.54 0.54 0.13 0.51 0.51 0.25 Delay/Veh: 59.3 8.7 8.7 68.6 11.1 11.1 58.7 58.7 41.1 57.7 57.7 48.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.3 8.7 8.7 68.6 11.1 11.1 58.7 58.7 41.1 57.7 57.7 48.8 LOS by Move: E+ A A E B+ B+ E+ E+ D E+ E+ D HCM2k95thQ: 3 25 25 2 21 21 13 13 4 12 12 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-51 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 92 810 138*** Lanes: 0 1 4 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 190*** 1 0 99 Loss Time (sec): 12 0 1 633 2 Critical V/C: 0.770 1 809*** 0 Avg Crit Del (sec/veh): 33.9 0 314 1 Avg Delay(sec/veh): 36.6 2 518 LOS: D+ t Lanes: 2 0 2 0 1 Final Vol: 332 1109*** 0 Signal=Protect/Ri ghts=lg nore Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 282 980 418 95 686 88 176 441 185 374 742 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 282 980 418 95 686 88 176 441 185 374 742 84 Added Vol: 34 107 36 3 45 4 14 63 8 11 40 5 PasserByVol: 16 22 32 40 79 0 0 129 121 133 27 10 Initial Fut: 332 1109 486 138 810 92 190 633 314 518 809 99 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 332 1109 0 138 810 92 190 633 314 518 809 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 332 1109 0 138 810 92 190 633 314 518 809 99 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 332 1109 0 138 810 92 190 633 314 518 809 99 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.68 0.32 1.00 2.00 1.00 2.00 1.78 0.22 Final Sat.: 3150 3800 1750 3150 5028 571 1750 3800 1750 3150 3296 403 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.29 0.00 0.04 0.16 0.16 0.11 0.17 0.18 0.16 0.25 0.25 Crit Moves **** **** **** **** Green Time: 19.9 43.4 0.0 7.0 30.5 30.5 16.1 27.5 27.5 25.2 36.5 36.5 Volume/Cap: 0.61 0.77 0.00 0.72 0.61 0.61 0.77 0.70 0.75 0.75 0.77 0.77 Delay/Veh: 39.8 21.5 0.0 63.2 28.9 28.9 61.8 42.4 48.1 46.6 38.8 38.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.8 21.5 0.0 63.2 28.9 28.9 61.8 42.4 48.1 46.6 38.8 38.8 LOS by Move: D C+ A E C C E D D D D+ D+ HCM2k95thQ: 12 25 0 6 15 15 13 18 20 18 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-52 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 92 926 138*** Lanes: 0 1 4 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 190 1 0 99 Loss Time (sec): 12 0 1 633 2 Critical V/C: 0.825 1 809 0 Avg Crit Del (sec/veh): 37.6 0 352`"* 1 Avg Delay (sec/veh): 37.9 2 549*** LOS: D+ Lanes: 2 0 2 0 1 Final Vol: 356 1214*** 0 Signal=Protect/Ri ghts=lg nore Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 282 980 418 95 686 88 176 441 185 374 742 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 282 980 418 95 686 88 176 441 185 374 742 84 Added Vol: 58 212 56 3 161 4 14 63 46 42 40 5 PasserByVol: 16 22 32 40 79 0 0 129 121 133 27 10 Initial Fut: 356 1214 506 138 926 92 190 633 352 549 809 99 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 356 1214 0 138 926 92 190 633 352 549 809 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 356 1214 0 138 926 92 190 633 352 549 809 99 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 356 1214 0 138 926 92 190 633 352 549 809 99 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.72 0.28 1.00 2.00 1.00 2.00 1.78 0.22 Final Sat.: 3150 3800 1750 3150 5093 506 1750 3800 1750 3150 3296 403 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.32 0.00 0.04 0.18 0.18 0.11 0.17 0.20 0.17 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 19.6 44.1 0.0 7.0 31.5 31.5 15.9 27.8 27.8 24.1 36.0 36.0 Volume/Cap: 0.66 0.83 0.00 0.72 0.66 0.66 0.78 0.69 0.83 0.83 0.78 0.78 Delay/Veh: 41.6 23.0 0.0 63.2 28.8 28.8 63.3 41.9 54.6 52.4 39.6 39.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 41.6 23.0 0.0 63.2 28.8 28.8 63.3 41.9 54.6 52.4 39.6 39.6 LOS by Move: D C A E C C E D D- D- D D HCM2k95thQ: 13 30 0 6 18 18 14 18 23 20 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-53 0 0 o 0 Critical V/C: 0.542 0 0 0 � Avg Crit Del (sec/veh): 27.8 � 0 6*** 1 Avg Delay (sec/veh): 19.3 3 126`** LOS: 13 - Lanes: 0 0 3 0 2 Final Vol: 0 1900*** 1199 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1684 258 113 1106 3 0 0 6 10 0 10 Added Vol: 0 177 0 0 65 0 0 0 0 0 0 0 PasserByVol: 0 39 941 294 35 0 0 0 0 116 0 30 Initial Fut: 0 1900 1199 407 1206 3 0 0 6 126 0 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1900 1199 407 1206 3 0 0 6 126 0 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1900 1199 407 1206 3 0 0 6 126 0 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1900 1199 407 1206 3 0 0 6 126 0 40 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.99 0.01 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5586 14 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.33 0.38 0.13 0.22 0.22 0.00 0.00 0.00 0.03 0.00 0.02 Crit Moves: **** **** **** **** Green Time: 0.0 74.2 84.2 28.8 103 103.0 0.0 0.0 10.0 10.0 0.0 38.8 Volume/Cap: 0.00 0.61 0.61 0.61 0.28 0.28 0.00 0.00 0.05 0.37 0.00 0.08 Delay/Veh: 0.0 20.9 16.0 49.6 4.9 4.9 0.0 0.0 58.2 60.2 0.0 35.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.9 16.0 49.6 4.9 4.9 0.0 0.0 58.2 60.2 0.0 35.2 LOS by Move: A C+ B D A A A A E+ E A D+ HCM2k95thQ: 0 30 30 17 10 10 0 0 1 5 0 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 3 1206 407*** Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 135 0 0 1 40 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.542 0 0 0 � Avg Crit Del (sec/veh): 27.8 � 0 6*** 1 Avg Delay (sec/veh): 19.3 3 126`** LOS: 13 - Lanes: 0 0 3 0 2 Final Vol: 0 1900*** 1199 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1684 258 113 1106 3 0 0 6 10 0 10 Added Vol: 0 177 0 0 65 0 0 0 0 0 0 0 PasserByVol: 0 39 941 294 35 0 0 0 0 116 0 30 Initial Fut: 0 1900 1199 407 1206 3 0 0 6 126 0 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1900 1199 407 1206 3 0 0 6 126 0 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1900 1199 407 1206 3 0 0 6 126 0 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1900 1199 407 1206 3 0 0 6 126 0 40 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.99 0.01 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5586 14 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.33 0.38 0.13 0.22 0.22 0.00 0.00 0.00 0.03 0.00 0.02 Crit Moves: **** **** **** **** Green Time: 0.0 74.2 84.2 28.8 103 103.0 0.0 0.0 10.0 10.0 0.0 38.8 Volume/Cap: 0.00 0.61 0.61 0.61 0.28 0.28 0.00 0.00 0.05 0.37 0.00 0.08 Delay/Veh: 0.0 20.9 16.0 49.6 4.9 4.9 0.0 0.0 58.2 60.2 0.0 35.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.9 16.0 49.6 4.9 4.9 0.0 0.0 58.2 60.2 0.0 35.2 LOS by Move: A C+ B D A A A A E+ E A D+ HCM2k95thQ: 0 30 30 17 10 10 0 0 1 5 0 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-54 0 0 o 0 Critical V/C: 0.571 0 0 0 � Avg Crit Del (sec/veh): 27.6 � 0 6*** 1 Avg Delay (sec/veh): 18.8 3 126`** LOS: 13 - Lanes: 0 0 3 0 2 Final Vol: 0 2050*** 1199 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1684 258 113 1106 3 0 0 6 10 0 10 Added Vol: 0 327 0 0 249 0 0 0 0 0 0 0 PasserByVol: 0 39 941 294 35 0 0 0 0 116 0 30 Initial Fut: 0 2050 1199 407 1390 3 0 0 6 126 0 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2050 1199 407 1390 3 0 0 6 126 0 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2050 1199 407 1390 3 0 0 6 126 0 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2050 1199 407 1390 3 0 0 6 126 0 40 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.99 0.01 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5588 12 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.38 0.13 0.25 0.25 0.00 0.00 0.00 0.03 0.00 0.02 Crit Moves: **** **** **** **** Green Time: 0.0 75.8 85.8 27.2 103 103.0 0.0 0.0 10.0 10.0 0.0 37.2 Volume/Cap: 0.00 0.64 0.60 0.64 0.33 0.33 0.00 0.00 0.05 0.37 0.00 0.08 Delay/Veh: 0.0 20.7 15.0 51.6 5.1 5.1 0.0 0.0 58.2 60.2 0.0 36.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.7 15.0 51.6 5.1 5.1 0.0 0.0 58.2 60.2 0.0 36.3 LOS by Move: A C+ B D- A A A A E+ E A D+ HCM2k95thQ: 0 32 30 17 12 12 0 0 1 5 0 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 3 1390 407*** Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 135 0 0 1 40 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.571 0 0 0 � Avg Crit Del (sec/veh): 27.6 � 0 6*** 1 Avg Delay (sec/veh): 18.8 3 126`** LOS: 13 - Lanes: 0 0 3 0 2 Final Vol: 0 2050*** 1199 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1684 258 113 1106 3 0 0 6 10 0 10 Added Vol: 0 327 0 0 249 0 0 0 0 0 0 0 PasserByVol: 0 39 941 294 35 0 0 0 0 116 0 30 Initial Fut: 0 2050 1199 407 1390 3 0 0 6 126 0 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2050 1199 407 1390 3 0 0 6 126 0 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2050 1199 407 1390 3 0 0 6 126 0 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2050 1199 407 1390 3 0 0 6 126 0 40 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.99 0.01 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5588 12 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.38 0.13 0.25 0.25 0.00 0.00 0.00 0.03 0.00 0.02 Crit Moves: **** **** **** **** Green Time: 0.0 75.8 85.8 27.2 103 103.0 0.0 0.0 10.0 10.0 0.0 37.2 Volume/Cap: 0.00 0.64 0.60 0.64 0.33 0.33 0.00 0.00 0.05 0.37 0.00 0.08 Delay/Veh: 0.0 20.7 15.0 51.6 5.1 5.1 0.0 0.0 58.2 60.2 0.0 36.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.7 15.0 51.6 5.1 5.1 0.0 0.0 58.2 60.2 0.0 36.3 LOS by Move: A C+ B D- A A A A E+ E A D+ HCM2k95thQ: 0 32 30 17 12 12 0 0 1 5 0 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-55 0 1 2*** 0 Critical V/C: 0.570 0 4 1 Avg Crit Del (sec/veh): 27.0 0 101 0 Avg Delay (sec/veh): 28.1 1 223*** LOS: C Lanes: 2 0 4 1 0 Final Vol: 92 2921*** 64 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 0 104 32 16 49 0 0 0 0 151 0 73 PasserByVol: 0 979 0 0 152 0 0 0 0 0 0 0 Initial Fut: 92 2921 64 41 1264 17 35 2 101 223 4 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 2921 64 41 1264 17 35 2 101 223 4 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 2921 64 41 1264 17 35 2 101 223 4 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 2921 64 41 1264 17 35 2 101 223 4 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.89 0.11 1.00 2.96 0.04 1.00 0.02 0.98 1.00 0.04 0.96 Final Sat.: 3150 9198 202 1750 5526 74 1750 35 1765 1750 64 1736 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.32 0.32 0.02 0.23 0.23 0.02 0.06 0.06 0.13 0.06 0.06 Crit Moves **** **** **** **** Green Time: 15.3 86.0 86.0 7.0 77.7 77.7 20.6 15.5 15.5 34.5 29.4 29.4 Volume/Cap: 0.30 0.57 0.57 0.52 0.46 0.46 0.15 0.57 0.57 0.57 0.33 0.33 Delay/Veh: 65.4 22.7 22.7 78.3 25.1 25.1 59.8 71.0 71.0 55.7 54.8 54.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.4 22.7 22.7 78.3 25.1 25.1 59.8 71.0 71.0 55.7 54.8 54.8 LOS by Move: E C+ C+ E- C C E+ E E E+ D- D- HCM2k95thQ: 5 30 30 4 23 23 3 11 11 19 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 17 1264 41*** Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 35 1 0 108 Loss Time (sec): 12 0 1 2*** 0 Critical V/C: 0.570 0 4 1 Avg Crit Del (sec/veh): 27.0 0 101 0 Avg Delay (sec/veh): 28.1 1 223*** LOS: C Lanes: 2 0 4 1 0 Final Vol: 92 2921*** 64 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 0 104 32 16 49 0 0 0 0 151 0 73 PasserByVol: 0 979 0 0 152 0 0 0 0 0 0 0 Initial Fut: 92 2921 64 41 1264 17 35 2 101 223 4 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 2921 64 41 1264 17 35 2 101 223 4 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 2921 64 41 1264 17 35 2 101 223 4 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 2921 64 41 1264 17 35 2 101 223 4 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.89 0.11 1.00 2.96 0.04 1.00 0.02 0.98 1.00 0.04 0.96 Final Sat.: 3150 9198 202 1750 5526 74 1750 35 1765 1750 64 1736 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.32 0.32 0.02 0.23 0.23 0.02 0.06 0.06 0.13 0.06 0.06 Crit Moves **** **** **** **** Green Time: 15.3 86.0 86.0 7.0 77.7 77.7 20.6 15.5 15.5 34.5 29.4 29.4 Volume/Cap: 0.30 0.57 0.57 0.52 0.46 0.46 0.15 0.57 0.57 0.57 0.33 0.33 Delay/Veh: 65.4 22.7 22.7 78.3 25.1 25.1 59.8 71.0 71.0 55.7 54.8 54.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.4 22.7 22.7 78.3 25.1 25.1 59.8 71.0 71.0 55.7 54.8 54.8 LOS by Move: E C+ C+ E- C C E+ E E E+ D- D- HCM2k95thQ: 5 30 30 4 23 23 3 11 11 19 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-56 0 1 2*** 0 Critical V/C: 0.587 0 4 1 Avg Crit Del (sec/veh): 26.6 0 101 0 Avg Delay (sec/veh): 27.5 1 223*** LOS: C Lanes: 2 0 4 1 0 Final Vol: 92 3071*** 64 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 0 254 32 16 233 0 0 0 0 151 0 73 PasserByVol: 0 979 0 0 152 0 0 0 0 0 0 0 Initial Fut: 92 3071 64 41 1448 17 35 2 101 223 4 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 3071 64 41 1448 17 35 2 101 223 4 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 3071 64 41 1448 17 35 2 101 223 4 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 3071 64 41 1448 17 35 2 101 223 4 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.89 0.11 1.00 2.96 0.04 1.00 0.02 0.98 1.00 0.04 0.96 Final Sat.: 3150 9208 192 1750 5535 65 1750 35 1765 1750 64 1736 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.33 0.33 0.02 0.26 0.26 0.02 0.06 0.06 0.13 0.06 0.06 Crit Moves **** **** **** **** Green Time: 13.9 87.5 87.5 7.0 80.6 80.6 20.0 15.0 15.0 33.4 28.5 28.5 Volume/Cap: 0.33 0.59 0.59 0.52 0.50 0.50 0.16 0.59 0.59 0.59 0.34 0.34 Delay/Veh: 66.8 22.2 22.2 78.3 24.3 24.3 60.4 72.3 72.3 57.1 55.6 55.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.8 22.2 22.2 78.3 24.3 24.3 60.4 72.3 72.3 57.1 55.6 55.6 LOS by Move: E C+ C+ E- C C E E E E+ E+ E+ HCM2k95thQ: 5 32 32 4 26 26 3 11 11 20 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 17 1448 41*** Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 35 1 0 108 Loss Time (sec): 12 0 1 2*** 0 Critical V/C: 0.587 0 4 1 Avg Crit Del (sec/veh): 26.6 0 101 0 Avg Delay (sec/veh): 27.5 1 223*** LOS: C Lanes: 2 0 4 1 0 Final Vol: 92 3071*** 64 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 0 254 32 16 233 0 0 0 0 151 0 73 PasserByVol: 0 979 0 0 152 0 0 0 0 0 0 0 Initial Fut: 92 3071 64 41 1448 17 35 2 101 223 4 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 3071 64 41 1448 17 35 2 101 223 4 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 3071 64 41 1448 17 35 2 101 223 4 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 3071 64 41 1448 17 35 2 101 223 4 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.89 0.11 1.00 2.96 0.04 1.00 0.02 0.98 1.00 0.04 0.96 Final Sat.: 3150 9208 192 1750 5535 65 1750 35 1765 1750 64 1736 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.33 0.33 0.02 0.26 0.26 0.02 0.06 0.06 0.13 0.06 0.06 Crit Moves **** **** **** **** Green Time: 13.9 87.5 87.5 7.0 80.6 80.6 20.0 15.0 15.0 33.4 28.5 28.5 Volume/Cap: 0.33 0.59 0.59 0.52 0.50 0.50 0.16 0.59 0.59 0.59 0.34 0.34 Delay/Veh: 66.8 22.2 22.2 78.3 24.3 24.3 60.4 72.3 72.3 57.1 55.6 55.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.8 22.2 22.2 78.3 24.3 24.3 60.4 72.3 72.3 57.1 55.6 55.6 LOS by Move: E C+ C+ E- C C E E E E+ E+ E+ HCM2k95thQ: 5 32 32 4 26 26 3 11 11 20 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-57 0 -0�- 0 0 0 Critical V/C: 0.820 0 0 0 Avg Crit Del (sec/veh): 18.4 0 0 0 Avg Delay (sec/veh): 16.8 2 572 LOS: B Lanes: 0 0 3 0 0 Final Vol: 0 2233*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 118 12 0 155 45 0 0 0 11 0 19 PasserByVol: 0 671 41 0 80 72 0 0 0 6 0 308 Initial Fut: 0 2233 459 0 1142 546 0 0 0 572 0 970 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2233 0 0 1142 0 0 0 0 572 0 970 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2233 0 0 1142 0 0 0 0 572 0 970 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2233 0 0 1142 0 0 0 0 572 0 970 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.40 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.18 0.00 0.31 Crit Moves: **** **** Green Time: 0.0 31.6 0.0 0.0 31.6 0.0 0.0 0.0 0.0 24.4 0.0 24.4 Volume/Cap: 0.00 0.82 0.00 0.00 0.62 0.00 0.00 0.00 0.00 0.48 0.00 0.82 Delay/Veh: 0.0 16.4 0.0 0.0 12.9 0.0 0.0 0.0 0.0 15.8 0.0 23.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 16.4 0.0 0.0 12.9 0.0 0.0 0.0 0.0 15.8 0.0 23.0 LOS by Move: A B A A B A A A A B A C+ HCM2k95thQ: 0 16 0 0 9 0 0 0 0 11 0 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 1142 0 Lanes: 1 0 2 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 65 0 0 2 970*** Loss Time (sec): 9 0 -0�- 0 0 0 Critical V/C: 0.820 0 0 0 Avg Crit Del (sec/veh): 18.4 0 0 0 Avg Delay (sec/veh): 16.8 2 572 LOS: B Lanes: 0 0 3 0 0 Final Vol: 0 2233*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 118 12 0 155 45 0 0 0 11 0 19 PasserByVol: 0 671 41 0 80 72 0 0 0 6 0 308 Initial Fut: 0 2233 459 0 1142 546 0 0 0 572 0 970 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2233 0 0 1142 0 0 0 0 572 0 970 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2233 0 0 1142 0 0 0 0 572 0 970 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2233 0 0 1142 0 0 0 0 572 0 970 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.40 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.18 0.00 0.31 Crit Moves: **** **** Green Time: 0.0 31.6 0.0 0.0 31.6 0.0 0.0 0.0 0.0 24.4 0.0 24.4 Volume/Cap: 0.00 0.82 0.00 0.00 0.62 0.00 0.00 0.00 0.00 0.48 0.00 0.82 Delay/Veh: 0.0 16.4 0.0 0.0 12.9 0.0 0.0 0.0 0.0 15.8 0.0 23.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 16.4 0.0 0.0 12.9 0.0 0.0 0.0 0.0 15.8 0.0 23.0 LOS by Move: A B A A B A A A A B A C+ HCM2k95thQ: 0 16 0 0 9 0 0 0 0 11 0 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-58 0 -0�- 0 0 0 Critical V/C: 0.851 0 0 0 Avg Crit Del (sec/veh): 19.3 0 0 0 Avg Delay (sec/veh): 18.3 2 877 LOS: 13 - Lanes: 0 0 3 0 0 Final Vol: 0 2383*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 268 173 0 340 45 0 0 0 316 0 19 PasserByVol: 0 671 41 0 80 72 0 0 0 6 0 308 Initial Fut: 0 2383 620 0 1327 546 0 0 0 877 0 970 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2383 0 0 1327 0 0 0 0 877 0 970 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2383 0 0 1327 0 0 0 0 877 0 970 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2383 0 0 1327 0 0 0 0 877 0 970 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.28 0.00 0.31 Crit Moves: **** **** Green Time: 0.0 32.5 0.0 0.0 32.5 0.0 0.0 0.0 0.0 23.5 0.0 23.5 Volume/Cap: 0.00 0.85 0.00 0.00 0.70 0.00 0.00 0.00 0.00 0.77 0.00 0.85 Delay/Veh: 0.0 16.9 0.0 0.0 13.7 0.0 0.0 0.0 0.0 21.6 0.0 25.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 16.9 0.0 0.0 13.7 0.0 0.0 0.0 0.0 21.6 0.0 25.4 LOS by Move: A B A A B A A A A C+ A C HCM2k95thQ: 0 16 0 0 11 0 0 0 0 21 0 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 1327 0 Lanes: 1 0 2 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 65 0 0 2 970*** Loss Time (sec): 9 0 -0�- 0 0 0 Critical V/C: 0.851 0 0 0 Avg Crit Del (sec/veh): 19.3 0 0 0 Avg Delay (sec/veh): 18.3 2 877 LOS: 13 - Lanes: 0 0 3 0 0 Final Vol: 0 2383*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 268 173 0 340 45 0 0 0 316 0 19 PasserByVol: 0 671 41 0 80 72 0 0 0 6 0 308 Initial Fut: 0 2383 620 0 1327 546 0 0 0 877 0 970 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2383 0 0 1327 0 0 0 0 877 0 970 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2383 0 0 1327 0 0 0 0 877 0 970 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2383 0 0 1327 0 0 0 0 877 0 970 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.28 0.00 0.31 Crit Moves: **** **** Green Time: 0.0 32.5 0.0 0.0 32.5 0.0 0.0 0.0 0.0 23.5 0.0 23.5 Volume/Cap: 0.00 0.85 0.00 0.00 0.70 0.00 0.00 0.00 0.00 0.77 0.00 0.85 Delay/Veh: 0.0 16.9 0.0 0.0 13.7 0.0 0.0 0.0 0.0 21.6 0.0 25.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 16.9 0.0 0.0 13.7 0.0 0.0 0.0 0.0 21.6 0.0 25.4 LOS by Move: A B A A B A A A A C+ A C HCM2k95thQ: 0 16 0 0 11 0 0 0 0 21 0 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-59 0 0 0 0 Critical V/C: 0.899 0 0 0 � Avg Crit Del (sec/veh): 23.7 � 0 647 2 Avg Delay (sec/veh): 19.0 0 0 LOS: 13- t* -t Lanes: 0 0 2 0 1 Final Vol: 0 1504*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 120 7 0 97 69 10 0 17 0 0 0 PasserByVol: 0 243 6 0 36 52 477 0 221 0 0 0 Initial Fut: 0 1504 488 0 1160 515 1160 0 647 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1504 0 0 1160 0 1160 0 647 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1504 0 0 1160 0 1160 0 647 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1504 0 0 1160 0 1160 0 647 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.40 0.00 0.00 0.15 0.00 0.37 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 26.4 0.0 0.0 26.4 0.0 24.6 0.0 24.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.90 0.00 0.00 0.35 0.00 0.90 0.00 0.50 0.00 0.00 0.00 Delay/Veh: 0.0 22.5 0.0 0.0 11.2 0.0 25.3 0.0 13.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 22.5 0.0 0.0 11.2 0.0 25.3 0.0 13.5 0.0 0.0 0.0 LOS by Move: A C+ A A B+ A C A B A A A HCM2k95thQ: 0 27 0 0 4 0 29 0 11 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1160 0 Lanes: 1 0 4 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 1160*** 2 0 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.899 0 0 0 � Avg Crit Del (sec/veh): 23.7 � 0 647 2 Avg Delay (sec/veh): 19.0 0 0 LOS: 13- t* -t Lanes: 0 0 2 0 1 Final Vol: 0 1504*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 120 7 0 97 69 10 0 17 0 0 0 PasserByVol: 0 243 6 0 36 52 477 0 221 0 0 0 Initial Fut: 0 1504 488 0 1160 515 1160 0 647 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1504 0 0 1160 0 1160 0 647 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1504 0 0 1160 0 1160 0 647 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1504 0 0 1160 0 1160 0 647 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.40 0.00 0.00 0.15 0.00 0.37 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 26.4 0.0 0.0 26.4 0.0 24.6 0.0 24.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.90 0.00 0.00 0.35 0.00 0.90 0.00 0.50 0.00 0.00 0.00 Delay/Veh: 0.0 22.5 0.0 0.0 11.2 0.0 25.3 0.0 13.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 22.5 0.0 0.0 11.2 0.0 25.3 0.0 13.5 0.0 0.0 0.0 LOS by Move: A C+ A A B+ A C A B A A A HCM2k95thQ: 0 27 0 0 4 0 29 0 11 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-60 0 0 0 0 Critical V/C: 0.995 0 0 0 Avg Crit Del (sec/veh): 38.8 0 915 2 Avg Delay(sec/veh): 27.3 0 0 LOS: C t Lanes: 0 0 2 0 1 Final Vol: 0 1815*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 431 161 0 587 69 10 0 285 0 0 0 PasserByVol: 0 243 6 0 36 52 477 0 221 0 0 0 Initial Fut: 0 1815 642 0 1650 515 1160 0 915 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1815 0 0 1650 0 1160 0 915 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1815 0 0 1650 0 1160 0 915 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1815 0 0 1650 0 1160 0 915 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.48 0.00 0.00 0.22 0.00 0.37 0.00 0.29 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 28.8 0.0 0.0 28.8 0.0 22.2 0.0 22.2 0.0 0.0 0.0 Volume/Cap: 0.00 1.00 0.00 0.00 0.45 0.00 1.00 0.00 0.78 0.00 0.00 0.00 Delay/Veh: 0.0 35.4 0.0 0.0 10.5 0.0 44.0 0.0 20.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 35.4 0.0 0.0 10.5 0.0 44.0 0.0 20.4 0.0 0.0 0.0 LOS by Move: A D+ A A B+ A D A C+ A A A HCM2k95thQ: 0 42 0 0 5 0 35 0 21 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1650 0 Lanes: 1 0 4 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 1160*** 2 0 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.995 0 0 0 Avg Crit Del (sec/veh): 38.8 0 915 2 Avg Delay(sec/veh): 27.3 0 0 LOS: C t Lanes: 0 0 2 0 1 Final Vol: 0 1815*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 431 161 0 587 69 10 0 285 0 0 0 PasserByVol: 0 243 6 0 36 52 477 0 221 0 0 0 Initial Fut: 0 1815 642 0 1650 515 1160 0 915 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1815 0 0 1650 0 1160 0 915 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1815 0 0 1650 0 1160 0 915 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1815 0 0 1650 0 1160 0 915 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.48 0.00 0.00 0.22 0.00 0.37 0.00 0.29 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 28.8 0.0 0.0 28.8 0.0 22.2 0.0 22.2 0.0 0.0 0.0 Volume/Cap: 0.00 1.00 0.00 0.00 0.45 0.00 1.00 0.00 0.78 0.00 0.00 0.00 Delay/Veh: 0.0 35.4 0.0 0.0 10.5 0.0 44.0 0.0 20.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 35.4 0.0 0.0 10.5 0.0 44.0 0.0 20.4 0.0 0.0 0.0 LOS by Move: A D+ A A B+ A D A C+ A A A HCM2k95thQ: 0 42 0 0 5 0 35 0 21 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-61 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 20 1005 489*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 100 18*** 1 2 181 Loss Time (sec): 12 0 0 5 1 Critical V/C: 0.567 0 4- 0 Avg Crit Del (sec/veh): 26.6 1 0 1 Avg Delay (sec/veh): 24.6 1 69 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 16 1687*** 63 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 0 106 1 33 81 0 0 0 0 2 0 0 PasserByVol: 0 192 1 230 27 0 0 0 0 2 0 59 Initial Fut: 16 1687 63 489 1005 20 18 5 0 69 4 181 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 1687 63 489 1005 20 18 5 0 69 4 181 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1687 63 489 1005 20 18 5 0 69 4 181 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1687 63 489 1005 20 18 5 0 69 4 181 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.89 0.11 2.00 3.00 1.00 1.00 1.00 1.00 1.89 0.11 2.00 Final Sat.: 1750 5398 202 3150 5700 1750 1750 1900 1750 3355 195 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.31 0.31 0.16 0.18 0.01 0.01 0.00 0.00 0.02 0.02 0.06 Crit Moves **** **** **** **** Green Time: 19.3 45.3 45.3 22.5 48.6 48.6 10.0 10.0 0.0 10.1 10.1 10.1 Volume/Cap: 0.05 0.69 0.69 0.69 0.36 0.02 0.10 0.03 0.00 0.20 0.20 0.57 Delay/Veh: 32.9 22.5 22.5 38.4 16.1 13.4 41.2 40.7 0.0 41.5 41.5 45.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.9 22.5 22.5 38.4 16.1 13.4 41.2 40.7 0.0 41.5 41.5 45.2 LOS by Move: C- C+ C+ D+ B B D D A D D D HCM2k95thQ: 1 27 27 16 12 1 1 0 0 2 2 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-62 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 95 1036 699*** Lanes: 1 0 4 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 100 214*** 1 2 226 Loss Time (sec): 12 0 0 20 1 Critical V/C: 0.853 0 40 0 Avg Crit Del (sec/veh): 40.3 1 30 1 Avg Delay (sec/veh): 35.1 1 163*** LOS: D+ Lanes: 1 0 2 1 0 Final Vol: 82 1833*** 125 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 66 252 63 243 112 75 196 15 30 96 36 45 PasserByVol: 0 192 1 230 27 0 0 0 0 2 0 59 Initial Fut: 82 1833 125 699 1036 95 214 20 30 163 40 226 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 1833 125 699 1036 95 214 20 30 163 40 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 1833 125 699 1036 95 214 20 30 163 40 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 1833 125 699 1036 95 214 20 30 163 40 226 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.80 0.20 2.00 3.00 1.00 1.00 1.00 1.00 1.61 0.39 2.00 Final Sat.: 1750 5242 357 3150 5700 1750 1750 1900 1750 2850 699 3150 ------------ I --------------- Capacity Analysis II Module: ---------------II---------------II---------------I Vol/Sat: 0.05 0.35 0.35 0.22 0.18 0.05 0.12 0.01 0.02 0.06 0.06 0.07 Crit Moves **** **** **** **** Green Time: 17.9 39.3 39.3 24.9 46.4 46.4 13.7 13.7 13.7 10.0 10.0 10.0 Volume/Cap: 0.26 0.89 0.89 0.89 0.39 0.12 0.89 0.08 0.12 0.57 0.57 0.72 Delay/Veh: 35.8 33.3 33.3 48.4 17.7 15.3 73.1 37.7 38.1 45.2 45.2 51.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.8 33.3 33.3 48.4 17.7 15.3 73.1 37.7 38.1 45.2 45.2 51.4 LOS by Move: D+ C- C- D B B E D+ D+ D D D- HCM2k95thQ: 5 38 38 25 13 4 19 1 2 6 6 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-63 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 514*** 317 208 Lanes: 1 0 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 450*** 2 1 300 Loss Time (sec): 12 0 0 583 2 Critical V/C: 0.922 2 1062*** 0 7;11 Avg Crit Del (sec/veh): 63.9 0 85 1 Avg Delay(sec/veh): 50.5 2 91 LOS: D t Lanes: 1 0 2 1 0 Final Vol: 206*** 996 123 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 189 894 83 179 272 475 376 450 82 73 947 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 894 83 179 272 475 376 450 82 73 947 173 Added Vol: 17 73 30 14 38 30 29 40 3 9 73 5 PasserByVol: 0 29 10 15 7 9 45 93 0 9 42 122 Initial Fut: 206 996 123 208 317 514 450 583 85 91 1062 300 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 206 996 123 208 317 514 450 583 85 91 1062 300 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 996 123 208 317 514 450 583 85 91 1062 300 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 206 996 123 208 317 514 450 583 85 91 1062 300 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.66 0.34 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 4984 615 1750 3800 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.20 0.20 0.12 0.08 0.29 0.14 0.15 0.05 0.03 0.28 0.17 Crit Moves: **** **** **** **** Green Time: 16.0 35.0 35.0 20.8 39.8 39.8 19.4 41.9 41.9 15.3 37.9 37.9 Volume/Cap: 0.92 0.71 0.71 0.71 0.26 0.92 0.92 0.46 0.14 0.24 0.92 0.57 Delay/Veh: 93.3 42.1 42.1 57.4 31.8 62.1 75.2 32.9 29.1 49.9 54.2 38.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 93.3 42.1 42.1 57.4 31.8 62.1 75.2 32.9 29.1 49.9 54.2 38.1 LOS by Move: F D D E+ C E E- C- C D D- D+ HCM2k95thQ: 18 22 22 17 8 40 21 12 3 3 35 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Page 2-64 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 573*** 341 272 Lanes: 1 0 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 576*** 2 1 390 Loss Time (sec): 12 0 0 610 2 Critical V/C: 1.035 2 1135*** 0 7;11 Avg Crit Del (sec/veh): 91.3 0 88 1 Avg Delay (sec/veh): 65.8 2 91 LOS: E t Lanes: 1 0 2 1 0 Final Vol: 222*** 1054 123 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 189 894 83 179 272 475 376 450 82 73 947 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 894 83 179 272 475 376 450 82 73 947 173 Added Vol: 33 131 30 78 62 89 155 67 6 9 146 95 PasserByVol: 0 29 10 15 7 9 45 93 0 9 42 122 Initial Fut: 222 1054 123 272 341 573 576 610 88 91 1135 390 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 222 1054 123 272 341 573 576 610 88 91 1135 390 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 222 1054 123 272 341 573 576 610 88 91 1135 390 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 222 1054 123 272 341 573 576 610 88 91 1135 390 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.67 0.33 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5014 585 1750 3800 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.21 0.21 0.16 0.09 0.33 0.18 0.16 0.05 0.03 0.30 0.22 Crit Moves: **** **** **** **** Green Time: 15.3 31.5 31.5 23.3 39.5 39.5 22.1 43.1 43.1 15.0 36.1 36.1 Volume/Cap: 1.04 0.83 0.83 0.83 0.28 1.04 1.04 0.47 0.15 0.24 1.04 0.77 Delay/Veh: 125.8 48.6 48.6 65.5 32.2 90.4 99.0 32.2 28.4 50.1 81.2 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 125.8 48.6 48.6 65.5 32.2 90.4 99.0 32.2 28.4 50.1 81.2 48.0 LOS by Move: F D D E C- F F C- C D F D HCM2k95thQ: 21 26 26 23 8 51 30 13 3 3 44 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-65 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 10 480 83 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 75 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 1 0 7.2 0 A 7 1! 0 0 1 0 42 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 10 480 83 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 75 Loss Time (sec): 6 Critical V/C: 0.558 Avg Crit Del (sec/veh): 8.4 Avg Delay (sec/veh): 7.2 LOS: A t 1 0 1 1 0 2 1421 *** 42 Sig nal=Permit/Rights=l ncl u d e Signal=Permit Rights=Include Lanes: Final Vol: 0 158 0 1 1 *** 0 0 48 Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 2 1263 42 83 414 10 1 7 1 48 1 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 1263 42 83 414 10 1 7 1 48 1 158 Added Vol: 0 119 0 0 50 0 0 0 0 0 0 0 PasserByVol: 0 39 0 0 16 0 0 0 0 0 0 0 Initial Fut: 2 1421 42 83 480 10 1 7 1 48 1 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 1421 42 83 480 10 1 7 1 48 1 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1421 42 83 480 10 1 7 1 48 1 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 1421 42 83 480 10 1 7 1 48 1 158 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.94 0.06 1.00 1.96 0.04 0.11 0.78 0.11 0.23 0.01 0.76 Final Sat.: 1750 3594 106 1750 3624 76 194 1361 194 406 8 1336 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.40 0.40 0.05 0.13 0.13 0.01 0.01 0.01 0.12 0.12 0.12 Crit Moves: **** **** Green Time: 53.1 53.1 53.1 53.1 53.1 53.1 15.9 15.9 15.9 15.9 15.9 15.9 Volume/Cap: 0.00 0.56 0.56 0.07 0.19 0.19 0.02 0.02 0.02 0.56 0.56 0.56 Delay/Veh: 3.2 5.6 5.6 3.4 3.7 3.7 23.4 23.4 23.4 28.3 28.3 28.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 3.2 5.6 5.6 3.4 3.7 3.7 23.4 23.4 23.4 28.3 28.3 28.3 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 16 16 1 4 4 0 0 0 10 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-66 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 10 507 83 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 75 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 1 0 7.2 0 A 7 1! 0 0 1 0 42 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 10 507 83 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 75 Loss Time (sec): 6 Critical V/C: 0.580 Avg Crit Del (sec/veh): 8.3 Avg Delay (sec/veh): 7.2 LOS: A t 1 0 1 1 0 2 1496*** 42 Sig nal=Permit/Rights=l ncl u d e Signal=Permit Rights=Include Lanes: Final Vol: 0 158 0 1 1 *** 0 0 48 Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 2 1263 42 83 414 10 1 7 1 48 1 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 1263 42 83 414 10 1 7 1 48 1 158 Added Vol: 0 194 0 0 77 0 0 0 0 0 0 0 PasserByVol: 0 39 0 0 16 0 0 0 0 0 0 0 Initial Fut: 2 1496 42 83 507 10 1 7 1 48 1 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 1496 42 83 507 10 1 7 1 48 1 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1496 42 83 507 10 1 7 1 48 1 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 1496 42 83 507 10 1 7 1 48 1 158 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.94 0.06 1.00 1.96 0.04 0.11 0.78 0.11 0.23 0.01 0.76 Final Sat.: 1750 3599 101 1750 3628 72 194 1361 194 406 8 1336 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.42 0.05 0.14 0.14 0.01 0.01 0.01 0.12 0.12 0.12 Crit Moves: **** **** Green Time: 53.7 53.7 53.7 53.7 53.7 53.7 15.3 15.3 15.3 15.3 15.3 15.3 Volume/Cap: 0.00 0.58 0.58 0.07 0.20 0.20 0.03 0.03 0.03 0.58 0.58 0.58 Delay/Veh: 3.0 5.5 5.5 3.2 3.5 3.5 23.9 23.9 23.9 29.4 29.4 29.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 3.0 5.5 5.5 3.2 3.5 3.5 23.9 23.9 23.9 29.4 29.4 29.4 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 16 16 1 4 4 0 0 0 11 11 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-67 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 15 440 47 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 8 0 5.2 1 A 5 0 0 0 6 1 131 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 15 440 47 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: 0.507 Avg Crit Del (sec/veh): 5.0 Avg Delay (sec/veh): 5.2 LOS: A t 1 0 1 1 0 12 1357*** 131 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 1 108*** 0 0 6 1 0 69 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1213 131 47 379 15 8 5 6 69 6 108 Added Vol: 0 119 0 0 50 0 0 0 0 0 0 0 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 0 Initial Fut: 12 1357 131 47 440 15 8 5 6 69 6 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 1357 131 47 440 15 8 5 6 69 6 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 1357 131 47 440 15 8 5 6 69 6 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 1357 131 47 440 15 8 5 6 69 6 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.82 0.18 1.00 1.93 0.07 0.62 0.38 1.00 0.92 0.08 1.00 Final Sat.: 1750 3374 326 1750 3578 122 1108 692 1750 1656 144 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.40 0.40 0.03 0.12 0.12 0.01 0.01 0.00 0.04 0.04 0.06 Crit Moves: **** **** Green Time: 54.0 54.0 54.0 54.0 54.0 54.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.52 0.52 0.03 0.16 0.16 0.05 0.05 0.02 0.29 0.29 0.43 Delay/Veh: 1.8 3.2 3.2 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.8 3.2 3.2 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.6 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 12 12 1 3 3 1 1 0 4 4 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-68 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 15 461 52 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 8 0 5.3 1 A 5 0 0 0 6 1 131 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 15 461 52 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: 0.533 Avg Crit Del (sec/veh): 5.2 Avg Delay (sec/veh): 5.3 LOS: A t 1 0 1 1 0 12 1423*** 131 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 1 117*** 0 0 6 1 0 69 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1213 131 47 379 15 8 5 6 69 6 108 Added Vol: 0 185 0 5 71 0 0 0 0 0 0 9 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 0 Initial Fut: 12 1423 131 52 461 15 8 5 6 69 6 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 1423 131 52 461 15 8 5 6 69 6 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 1423 131 52 461 15 8 5 6 69 6 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 1423 131 52 461 15 8 5 6 69 6 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.83 0.17 1.00 1.94 0.06 0.62 0.38 1.00 0.92 0.08 1.00 Final Sat.: 1750 3388 312 1750 3583 117 1108 692 1750 1656 144 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.42 0.42 0.03 0.13 0.13 0.01 0.01 0.00 0.04 0.04 0.07 Crit Moves: **** **** Green Time: 54.0 54.0 54.0 54.0 54.0 54.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.54 0.54 0.04 0.17 0.17 0.05 0.05 0.02 0.29 0.29 0.47 Delay/Veh: 1.8 3.4 3.4 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.8 3.4 3.4 1.9 2.1 2.1 26.0 26.0 25.8 27.5 27.5 28.9 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 13 13 1 3 3 1 1 0 4 4 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-69 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 158 226 106*** Lanes: 1 0 4 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 201*** 1 0 347 Loss Time (sec): 12 0 1 504 1 Critical V/C: 0.727 1 769*** 1 Avg Crit Del (sec/veh): 40.6 0 73 0 Avg Delay(sec/veh): 38.5 1 62 LOS: D+ t Lanes: 1 0 2 0 1 Final Vol: 155 786*** 247 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 155 652 222 103 169 157 193 500 73 54 739 345 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 652 222 103 169 157 193 500 73 54 739 345 Added Vol: 0 119 25 0 50 0 0 4 0 8 30 0 PasserByVol: 0 15 0 3 7 1 8 0 0 0 0 2 Initial Fut: 155 786 247 106 226 158 201 504 73 62 769 347 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 786 247 106 226 158 201 504 73 62 769 347 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 786 247 106 226 158 201 504 73 62 769 347 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 786 247 106 226 158 201 504 73 62 769 347 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.74 0.26 1.00 1.36 0.64 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3232 468 1750 2549 1150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.21 0.14 0.03 0.12 0.09 0.11 0.16 0.16 0.04 0.30 0.30 Crit Moves **** **** **** **** Green Time: 18.0 35.2 53.9 7.0 24.2 24.2 19.5 52.1 52.1 18.7 51.3 51.3 Volume/Cap: 0.62 0.74 0.33 0.60 0.62 0.47 0.74 0.37 0.37 0.24 0.74 0.74 Delay/Veh: 54.7 43.4 23.8 63.3 49.3 45.7 60.2 25.3 25.3 47.3 33.0 33.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.7 43.4 23.8 63.3 49.3 45.7 60.2 25.3 25.3 47.3 33.0 33.0 LOS by Move: D- D C E D D E C C D C- C- HCM2k95thQ: 11 23 12 5 15 11 15 14 14 4 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-70 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 160 235 116*** Lanes: 1 0 4 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 209*** 1 0 385 Loss Time (sec): 12 0 1 504 1 Critical V/C: 0.753 1 769*** 1 Avg Crit Del (sec/veh): 41.8 0 73 0 Avg Delay (sec/veh): 39.4 1 62 LOS: D t Lanes: 1 0 2 0 1 Final Vol: 155 806*** 247 Sig nal=ProtecURights=Overlap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 155 652 222 103 169 157 193 500 73 54 739 345 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 652 222 103 169 157 193 500 73 54 739 345 Added Vol: 0 139 25 10 59 2 8 4 0 8 30 38 PasserByVol: 0 15 0 3 7 1 8 0 0 0 0 2 Initial Fut: 155 806 247 116 235 160 209 504 73 62 769 385 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 806 247 116 235 160 209 504 73 62 769 385 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 806 247 116 235 160 209 504 73 62 769 385 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 806 247 116 235 160 209 504 73 62 769 385 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.74 0.26 1.00 1.31 0.69 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3232 468 1750 2465 1234 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.21 0.14 0.04 0.12 0.09 0.12 0.16 0.16 0.04 0.31 0.31 Crit Moves **** **** **** **** Green Time: 17.5 34.9 53.7 7.0 24.4 24.4 19.7 52.3 52.3 18.8 51.4 51.4 Volume/Cap: 0.63 0.76 0.33 0.66 0.63 0.47 0.76 0.37 0.37 0.24 0.76 0.76 Delay/Veh: 56.0 44.4 23.9 66.6 49.7 45.5 62.0 25.2 25.2 47.3 33.8 33.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 56.0 44.4 23.9 66.6 49.7 45.5 62.0 25.2 25.2 47.3 33.8 33.8 LOS by Move: E+ D C E D D E C C D C- C- HCM2k95thQ: 11 24 12 6 16 11 16 14 14 4 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-71 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Backqround AM Intersection #36: Miller Avenue / Rainbow Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 23 273 39*** Lanes: 1 0 4 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 144*** 1 1 104 Loss Time (sec): 12 0 0 249 1 Critical V/C: 0.697 1 193*** 0 � Avg Crit Del (sec/veh): 28.8 � 0 56 1 Avg Delay (sec/veh): 26.5 1 96 LOS: C t Lanes: 1 0 1 0 1 Final Vol: 48 668*** 79 Signal=Protect/Ri ghts=l ncl ude Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 48 510 79 39 210 23 144 249 56 96 193 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 510 79 39 210 23 144 249 56 96 193 104 Added Vol: 0 145 0 0 58 0 0 0 0 0 0 0 PasserByVol: 0 13 0 0 5 0 0 0 0 0 0 0 Initial Fut: 48 668 79 39 273 23 144 249 56 96 193 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 668 79 39 273 23 144 249 56 96 193 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 668 79 39 273 23 144 249 56 96 193 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 668 79 39 273 23 144 249 56 96 193 104 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.35 0.05 0.02 0.14 0.01 0.08 0.13 0.03 0.05 0.10 0.06 Crit Moves **** **** **** **** Green Time: 12.8 24.0 24.0 7.0 18.2 18.2 7.0 10.0 10.0 7.0 10.0 10.0 Volume/Cap: 0.13 0.88 0.11 0.19 0.47 0.04 0.71 0.79 0.19 0.47 0.61 0.36 Delay/Veh: 19.3 28.1 11.4 24.4 17.6 14.8 36.2 36.2 21.8 26.5 26.6 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 19.3 28.1 11.4 24.4 17.6 14.8 36.2 36.2 21.8 26.5 26.6 22.9 LOS by Move: B- C B+ C B B D+ D+ C+ C C C+ HCM2k95thQ: 2 23 2 1 8 1 9 13 2 5 9 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-72 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Backqround AM Housinq Rich Alternative Intersection #36: Miller Avenue / Rainbow Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 23 282 39*** Lanes: 1 0 4 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 144*** 1 1 104 Loss Time (sec): 12 0 0 249 1 Critical V/C: 0.710 1 193*** 0 � Avg Crit Del (sec/veh): 30.7 � 0 56 1 Avg Delay (sec/veh): 27.5 1 96 LOS: C t Lanes: 1 0 1 0 1 Final Vol: 48 687*** 79 Signal=Protect/Ri ghts=l ncl ude Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 48 510 79 39 210 23 144 249 56 96 193 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 510 79 39 210 23 144 249 56 96 193 104 Added Vol: 0 164 0 0 67 0 0 0 0 0 0 0 PasserByVol: 0 13 0 0 5 0 0 0 0 0 0 0 Initial Fut: 48 687 79 39 282 23 144 249 56 96 193 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 687 79 39 282 23 144 249 56 96 193 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 687 79 39 282 23 144 249 56 96 193 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 687 79 39 282 23 144 249 56 96 193 104 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.36 0.05 0.02 0.15 0.01 0.08 0.13 0.03 0.05 0.10 0.06 Crit Moves **** **** **** **** Green Time: 12.8 24.0 24.0 7.0 18.2 18.2 7.0 10.0 10.0 7.0 10.0 10.0 Volume/Cap: 0.13 0.90 0.11 0.19 0.49 0.04 0.71 0.79 0.19 0.47 0.61 0.36 Delay/Veh: 19.3 31.1 11.4 24.4 17.7 14.8 36.2 36.2 21.8 26.5 26.6 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 19.3 31.1 11.4 24.4 17.7 14.8 36.2 36.2 21.8 26.5 26.6 22.9 LOS by Move: B- C B+ C B B D+ D+ C+ C C C+ HCM2k95thQ: 2 25 2 1 8 1 9 13 2 5 9 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-73 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #37: Finch Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l nd u d e Final Vol: 70*** 0 96 Lanes: 1 0 0 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 110 80 1 0 70 Loss Time (sec): 12 0 1 863*** 2 Critical V/C: 0.597 2 1286 0 Avg Crit Del (sec/veh): 33.8 0 194 1 Avg Delay (sec/veh): 28.7 1 231*** LOS: C Lanes: 1 0 0 0 1 Final Vol: 232*** 0 198 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 232 0 198 86 0 65 78 664 194 229 1029 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 0 198 86 0 65 78 664 194 229 1029 67 Added Vol: 0 0 0 0 0 0 0 84 0 0 87 0 PasserByVol: 0 0 0 10 0 5 2 115 0 2 170 3 Initial Fut: 232 0 198 96 0 70 80 863 194 231 1286 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 0 198 96 0 70 80 863 194 231 1286 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 0 198 96 0 70 80 863 194 231 1286 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 0 198 96 0 70 80 863 194 231 1286 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.84 0.16 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5311 289 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.00 0.11 0.03 0.00 0.04 0.05 0.23 0.11 0.13 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 24.4 0.0 48.8 7.4 0.0 7.4 18.1 41.9 41.9 24.3 48.1 48.1 Volume/Cap: 0.60 0.00 0.26 0.45 0.00 0.60 0.28 0.60 0.29 0.60 0.55 0.55 Delay/Veh: 40.9 0.0 19.4 50.9 0.0 58.0 40.8 28.0 24.0 41.0 23.2 23.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.9 0.0 19.4 50.9 0.0 58.0 40.8 28.0 24.0 41.0 23.2 23.2 LOS by Move: D A B- D A E+ D C C D C C HCM2k95thQ: 16 0 9 5 0 7 5 21 9 14 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Page 2-74 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #37: Finch Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l nclu d e Final Vol: 70*** 0 96 Lanes: 1 0 0 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 80 1 0 70 Loss Time (sec): 12 0 1 954*** 2 Critical V/C: 0.624 2 1449 0 Avg Crit Del (sec/veh): 33.5 0 194 1 Avg Delay (sec/veh): 28.1 1 231*** LOS: C Lanes: 1 0 0 0 1 Final Vol: 232*** 0 198 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 232 0 198 86 0 65 78 664 194 229 1029 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 0 198 86 0 65 78 664 194 229 1029 67 Added Vol: 0 0 0 0 0 0 0 175 0 0 250 0 PasserByVol: 0 0 0 10 0 5 2 115 0 2 170 3 Initial Fut: 232 0 198 96 0 70 80 954 194 231 1449 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 0 198 96 0 70 80 954 194 231 1449 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 0 198 96 0 70 80 954 194 231 1449 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 0 198 96 0 70 80 954 194 231 1449 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.86 0.14 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5342 258 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.00 0.11 0.03 0.00 0.04 0.05 0.25 0.11 0.13 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 23.4 0.0 46.7 7.1 0.0 7.1 17.0 44.3 44.3 23.3 50.6 50.6 Volume/Cap: 0.62 0.00 0.27 0.48 0.00 0.62 0.30 0.62 0.28 0.62 0.59 0.59 Delay/Veh: 42.6 0.0 20.8 51.4 0.0 60.6 41.9 27.0 22.3 42.7 22.4 22.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.6 0.0 20.8 51.4 0.0 60.6 41.9 27.0 22.3 42.7 22.4 22.4 LOS by Move: D A C+ D- A E D C C+ D C+ C+ HCM2k95thQ: 16 0 9 5 0 7 5 23 9 14 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-75 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 64 11 *** 1 0 0 Vol Cnt Date: 864 2 Signal=Protect Rights=Include 0 135 399 1 Loss Time (sec): Signal=Spl it/Rights=l ncl u d e 54 64*** 64 0 0 1! 0 0 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.648 Avg Crit Del (sec/veh): 38.6 Avg Delay (sec/veh): 40.1 LOS: D -4) *t t t Lanes: 0 1 0 0 1 Final Vol: 270*** 63 95 Signal=Spl it/Rights=Oved ap Lanes: Final Vol: 0 27 1 1 1065*** 0 1 176 Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 1 0 0 0 0 102 0 1 57 0 PasserByVol: 100 5 10 1 10 4 1 50 160 44 66 2 Initial Fut: 270 63 95 64 64 54 11 864 399 176 1065 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 63 95 64 64 54 11 864 399 176 1065 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 63 95 64 64 54 11 864 399 176 1065 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 63 95 64 64 54 11 864 399 176 1065 27 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.81 0.19 1.00 0.35 0.35 0.30 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1459 341 1750 615 615 519 1750 3800 1750 1750 3608 91 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.05 0.10 0.10 0.10 0.01 0.23 0.23 0.10 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 36.7 36.7 56.8 20.7 20.7 20.7 7.0 45.5 45.5 20.1 58.6 58.6 Volume/Cap: 0.68 0.68 0.13 0.68 0.68 0.68 0.12 0.67 0.68 0.68 0.68 0.68 Delay/Veh: 47.7 47.7 24.0 61.0 61.0 61.0 61.7 39.8 41.5 61.3 31.9 31.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.7 47.7 24.0 61.0 61.0 61.0 61.7 39.8 41.5 61.3 31.9 31.9 LOS by Move: D D C E E E E D D E C C HCM2k95thQ: 23 23 5 17 17 17 1 26 26 13 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-76 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 64 11 *** 1 0 0 Vol Cnt Date: 884 2 Signal=Protect Rights=Include 0 135 399 1 Loss Time (sec): Signal=Spl it/Rights=l ncl u d e 54 64*** 64 0 0 1! 0 0 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.657 Avg Crit Del (sec/veh): 38.6 Avg Delay (sec/veh): 40.7 LOS: D -4) *t t t Lanes: 0 1 0 0 1 Final Vol: 270*** 63 108 Signal=Spl it/Rights=Oved ap Lanes: Final Vol: 0 27 1 1 1095*** 0 1 197 Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 14 0 0 0 0 122 0 22 87 0 PasserByVol: 100 5 10 1 10 4 1 50 160 44 66 2 Initial Fut: 270 63 108 64 64 54 11 884 399 197 1095 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 63 108 64 64 54 11 884 399 197 1095 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 63 108 64 64 54 11 884 399 197 1095 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 63 108 64 64 54 11 884 399 197 1095 27 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.81 0.19 1.00 0.35 0.35 0.30 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1459 341 1750 615 615 519 1750 3800 1750 1750 3611 89 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.06 0.10 0.10 0.10 0.01 0.23 0.23 0.11 0.30 0.30 Crit Moves: **** **** **** **** Green Time: 36.2 36.2 57.9 20.4 20.4 20.4 7.0 44.7 44.7 21.7 59.4 59.4 Volume/Cap: 0.69 0.69 0.14 0.69 0.69 0.69 0.12 0.70 0.69 0.70 0.69 0.69 Delay/Veh: 48.5 48.5 23.6 61.8 61.8 61.8 61.7 41.1 42.6 61.4 31.7 31.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.5 48.5 23.6 61.8 61.8 61.8 61.7 41.1 42.6 61.4 31.7 31.7 LOS by Move: D D C E E E E D D E C C HCM2k95thQ: 23 23 6 17 17 17 1 27 26 15 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-77 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #39: Tantau Avenue / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 0 485- 86 Lanes: 0 0 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 0 0 1 246 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.542 0 0 0 � Avg Crit Del (sec/veh): 23.0 � 0 0 0 Avg Delay (sec/veh): 22.8 1 427`*` LOS: C+ Lanes: 0 0 1 0 1 Final Vol: 0*"* 363 221 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 212 186 85 273 0 0 0 0 302 0 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 212 186 85 273 0 0 0 0 302 0 184 Added Vol: 0 1 2 0 1 0 0 0 0 2 0 0 PasserByVol: 0 150 33 1 211 0 0 0 0 123 0 62 Initial Fut: 0 363 221 86 485 0 0 0 0 427 0 246 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 363 221 86 485 0 0 0 0 427 0 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 363 221 86 485 0 0 0 0 427 0 246 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 363 221 86 485 0 0 0 0 427 0 246 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.13 0.05 0.26 0.00 0.00 0.00 0.00 0.24 0.00 0.14 Crit Moves: **** **** **** Green Time: 0.0 41.1 92.9 13.1 54.2 0.0 0.0 0.0 0.0 51.8 0.0 51.8 Volume/Cap: 0.00 0.53 0.16 0.43 0.54 0.00 0.00 0.00 0.00 0.54 0.00 0.31 Delay/Veh: 0.0 30.2 2.5 49.0 22.3 0.0 0.0 0.0 0.0 23.7 0.0 20.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 30.2 2.5 49.0 22.3 0.0 0.0 0.0 0.0 23.7 0.0 20.4 LOS by Move: A C A D C+ A A A A C A C+ HCM2k95thQ: 0 18 4 6 21 0 0 0 0 21 0 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-78 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #39: Tantau Avenue / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 0 506- 86 Lanes: 0 0 4 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 0 0 1 246 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.575 0 0 0 � Avg Crit Del (sec/veh): 23.7 � 0 0 0 Avg Delay (sec/veh): 23.1 1 462`*` LOS: C Lanes: 0 0 1 0 1 Final Vol: 0*"* 376 246 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 212 186 85 273 0 0 0 0 302 0 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 212 186 85 273 0 0 0 0 302 0 184 Added Vol: 0 14 27 0 22 0 0 0 0 37 0 0 PasserByVol: 0 150 33 1 211 0 0 0 0 123 0 62 Initial Fut: 0 376 246 86 506 0 0 0 0 462 0 246 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 376 246 86 506 0 0 0 0 462 0 246 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 376 246 86 506 0 0 0 0 462 0 246 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 376 246 86 506 0 0 0 0 462 0 246 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.14 0.05 0.27 0.00 0.00 0.00 0.00 0.26 0.00 0.14 Crit Moves: **** **** **** Green Time: 0.0 40.7 93.5 12.5 53.2 0.0 0.0 0.0 0.0 52.8 0.0 52.8 Volume/Cap: 0.00 0.56 0.17 0.45 0.58 0.00 0.00 0.00 0.00 0.58 0.00 0.31 Delay/Veh: 0.0 31.0 2.4 49.7 23.5 0.0 0.0 0.0 0.0 23.9 0.0 19.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.0 2.4 49.7 23.5 0.0 0.0 0.0 0.0 23.9 0.0 19.8 LOS by Move: A C A D C A A A A C A B- HCM2k95thQ: 0 19 4 6 22 0 0 0 0 23 0 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-79 0 0 9*** 1! Critical V/C: 0.489 1! 10*** 0 � Avg Crit Del (sec/veh): 21.1 � 0 53 1 Avg Delay (sec/veh): 23.5 0 19 LOS: C t Lanes: 2 0 0 1 0 Final Vol: 373 495*** 145 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 2 0 0 4 0 0 0 0 0 0 0 PasserByVol: 340 148 131 33 144 155 28 0 13 14 0 4 Initial Fut: 373 495 145 39 616 217 70 9 53 19 10 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 373 495 145 39 616 217 70 9 53 19 10 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 373 495 145 39 616 217 70 9 53 19 10 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 373 495 145 39 616 217 70 9 53 19 10 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.77 0.23 1.00 1.46 0.54 1.50 0.13 1.37 0.50 0.26 0.24 Final Sat.: 3150 1392 408 1750 2735 964 2619 223 2408 875 461 414 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.36 0.36 0.02 0.23 0.23 0.03 0.04 0.02 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 30.3 81.0 81.0 7.0 57.7 57.7 10.0 10.0 40.3 10.0 10.0 10.0 Volume/Cap: 0.47 0.53 0.53 0.38 0.47 0.47 0.32 0.48 0.07 0.26 0.26 0.26 Delay/Veh: 38.4 10.3 10.3 56.8 21.1 21.1 52.3 53.9 27.1 52.5 52.5 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.4 10.3 10.3 56.8 21.1 21.1 52.3 53.9 27.1 52.5 52.5 52.5 LOS by Move: D+ B+ B+ E+ C+ C+ D- D- C D- D- D- HCM2k95thQ: 13 22 22 3 19 19 4 7 2 3 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 217 616 39'** Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 70 1 0 9 Loss Time (sec): 12 0 0 9*** 1! Critical V/C: 0.489 1! 10*** 0 � Avg Crit Del (sec/veh): 21.1 � 0 53 1 Avg Delay (sec/veh): 23.5 0 19 LOS: C t Lanes: 2 0 0 1 0 Final Vol: 373 495*** 145 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 2 0 0 4 0 0 0 0 0 0 0 PasserByVol: 340 148 131 33 144 155 28 0 13 14 0 4 Initial Fut: 373 495 145 39 616 217 70 9 53 19 10 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 373 495 145 39 616 217 70 9 53 19 10 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 373 495 145 39 616 217 70 9 53 19 10 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 373 495 145 39 616 217 70 9 53 19 10 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.77 0.23 1.00 1.46 0.54 1.50 0.13 1.37 0.50 0.26 0.24 Final Sat.: 3150 1392 408 1750 2735 964 2619 223 2408 875 461 414 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.36 0.36 0.02 0.23 0.23 0.03 0.04 0.02 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 30.3 81.0 81.0 7.0 57.7 57.7 10.0 10.0 40.3 10.0 10.0 10.0 Volume/Cap: 0.47 0.53 0.53 0.38 0.47 0.47 0.32 0.48 0.07 0.26 0.26 0.26 Delay/Veh: 38.4 10.3 10.3 56.8 21.1 21.1 52.3 53.9 27.1 52.5 52.5 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.4 10.3 10.3 56.8 21.1 21.1 52.3 53.9 27.1 52.5 52.5 52.5 LOS by Move: D+ B+ B+ E+ C+ C+ D- D- C D- D- D- HCM2k95thQ: 13 22 22 3 19 19 4 7 2 3 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-80 0 0 9*** 1! Critical V/C: 0.513 1! 10*** 0 Avg Crit Del (sec/veh): 21.0 0 53 1 Avg Delay (sec/veh): 23.4 0 19 LOS: C t Lanes: 2 0 0 1 0 Final Vol: 373 534*** 145 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 41 0 0 59 0 0 0 0 0 0 0 PasserByVol: 340 148 131 33 144 155 28 0 13 14 0 4 Initial Fut: 373 534 145 39 671 217 70 9 53 19 10 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 373 534 145 39 671 217 70 9 53 19 10 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 373 534 145 39 671 217 70 9 53 19 10 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 373 534 145 39 671 217 70 9 53 19 10 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.79 0.21 1.00 1.50 0.50 1.50 0.13 1.37 0.50 0.26 0.24 Final Sat.: 3150 1416 384 1750 2795 904 2619 223 2408 875 461 414 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.38 0.38 0.02 0.24 0.24 0.03 0.04 0.02 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 29.1 81.0 81.0 7.0 58.9 58.9 10.0 10.0 39.1 10.0 10.0 10.0 Volume/Cap: 0.49 0.56 0.56 0.38 0.49 0.49 0.32 0.48 0.07 0.26 0.26 0.26 Delay/Veh: 39.6 10.8 10.8 56.8 20.7 20.7 52.3 53.9 27.9 52.5 52.5 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.6 10.8 10.8 56.8 20.7 20.7 52.3 53.9 27.9 52.5 52.5 52.5 LOS by Move: D B+ B+ E+ C+ C+ D- D- C D- D- D- HCM2k95thQ: 13 24 24 3 20 20 4 7 2 3 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 217 671 39'** Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 70 1 0 9 Loss Time (sec): 12 0 0 9*** 1! Critical V/C: 0.513 1! 10*** 0 Avg Crit Del (sec/veh): 21.0 0 53 1 Avg Delay (sec/veh): 23.4 0 19 LOS: C t Lanes: 2 0 0 1 0 Final Vol: 373 534*** 145 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 41 0 0 59 0 0 0 0 0 0 0 PasserByVol: 340 148 131 33 144 155 28 0 13 14 0 4 Initial Fut: 373 534 145 39 671 217 70 9 53 19 10 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 373 534 145 39 671 217 70 9 53 19 10 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 373 534 145 39 671 217 70 9 53 19 10 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 373 534 145 39 671 217 70 9 53 19 10 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.79 0.21 1.00 1.50 0.50 1.50 0.13 1.37 0.50 0.26 0.24 Final Sat.: 3150 1416 384 1750 2795 904 2619 223 2408 875 461 414 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.38 0.38 0.02 0.24 0.24 0.03 0.04 0.02 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 29.1 81.0 81.0 7.0 58.9 58.9 10.0 10.0 39.1 10.0 10.0 10.0 Volume/Cap: 0.49 0.56 0.56 0.38 0.49 0.49 0.32 0.48 0.07 0.26 0.26 0.26 Delay/Veh: 39.6 10.8 10.8 56.8 20.7 20.7 52.3 53.9 27.9 52.5 52.5 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.6 10.8 10.8 56.8 20.7 20.7 52.3 53.9 27.9 52.5 52.5 52.5 LOS by Move: D B+ B+ E+ C+ C+ D- D- C D- D- D- HCM2k95thQ: 13 24 24 3 20 20 4 7 2 3 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-81 1 -2* -"Il 0 10*** 0 Critical V/C: 0.466 1! 6 0 � Avg Crit Del (sec/veh): 22.5 � 0 71 1 Avg Delay (sec/veh): 24.5 0 8*** LOS: C Lanes: 1 0 1 1 0 Final Vol: 195 1059*** 35 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 5 0 0 0 0 4 2 0 3 0 0 0 PasserByVol: 3 570 0 0 70 46 230 0 18 0 0 0 Initial Fut: 195 1059 35 8 212 237 354 10 71 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 1059 35 8 212 237 354 10 71 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 1059 35 8 212 237 354 10 71 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 1059 35 8 212 237 354 10 71 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.95 0.05 1.00 0.47 0.35 0.18 Final Sat.: 1750 3582 118 1750 3800 1750 3452 98 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.30 0.30 0.00 0.06 0.14 0.10 0.10 0.04 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 28.6 56.4 66.4 7.0 34.8 34.8 19.6 19.6 19.6 10.0 10.0 10.0 Volume/Cap: 0.41 0.55 0.47 0.07 0.17 0.41 0.55 0.55 0.22 0.10 0.10 0.10 Delay/Veh: 31.8 16.3 10.2 46.2 24.9 27.6 39.7 39.7 36.6 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.8 16.3 10.2 46.2 24.9 27.6 39.7 39.7 36.6 43.7 43.7 43.7 LOS by Move: C B B+ D C C D D D+ D D D HCM2k95thQ: 10 20 16 1 5 12 11 11 4 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 237 212 8*** Lanes: 1 0 2 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 354 1 0 3 Loss Time (sec): 12 1 -2* -"Il 0 10*** 0 Critical V/C: 0.466 1! 6 0 � Avg Crit Del (sec/veh): 22.5 � 0 71 1 Avg Delay (sec/veh): 24.5 0 8*** LOS: C Lanes: 1 0 1 1 0 Final Vol: 195 1059*** 35 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 5 0 0 0 0 4 2 0 3 0 0 0 PasserByVol: 3 570 0 0 70 46 230 0 18 0 0 0 Initial Fut: 195 1059 35 8 212 237 354 10 71 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 1059 35 8 212 237 354 10 71 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 1059 35 8 212 237 354 10 71 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 1059 35 8 212 237 354 10 71 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.95 0.05 1.00 0.47 0.35 0.18 Final Sat.: 1750 3582 118 1750 3800 1750 3452 98 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.30 0.30 0.00 0.06 0.14 0.10 0.10 0.04 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 28.6 56.4 66.4 7.0 34.8 34.8 19.6 19.6 19.6 10.0 10.0 10.0 Volume/Cap: 0.41 0.55 0.47 0.07 0.17 0.41 0.55 0.55 0.22 0.10 0.10 0.10 Delay/Veh: 31.8 16.3 10.2 46.2 24.9 27.6 39.7 39.7 36.6 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.8 16.3 10.2 46.2 24.9 27.6 39.7 39.7 36.6 43.7 43.7 43.7 LOS by Move: C B B+ D C C D D D+ D D D HCM2k95thQ: 10 20 16 1 5 12 11 11 4 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-82 1 -2* *:- 0 10*** 0 Critical V/C: 0.478 1! 6 0 Avg Crit Del (sec/veh): 23.5 0 124 1 Avg Delay (sec/veh): 26.9 0 8*** LOS: C Lanes: 1 0 1 1 0 Final Vol: 317 1060*** 35 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 127 1 0 0 0 59 40 0 56 0 0 0 PasserByVol: 3 570 0 0 70 46 230 0 18 0 0 0 Initial Fut: 317 1060 35 8 212 292 392 10 124 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 317 1060 35 8 212 292 392 10 124 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 317 1060 35 8 212 292 392 10 124 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 317 1060 35 8 212 292 392 10 124 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.95 0.05 1.00 0.47 0.35 0.18 Final Sat.: 1750 3582 118 1750 3800 1750 3462 88 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.30 0.30 0.00 0.06 0.17 0.11 0.11 0.07 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 32.3 55.0 65.0 7.0 29.7 29.7 21.0 21.0 21.0 10.0 10.0 10.0 Volume/Cap: 0.59 0.57 0.48 0.07 0.20 0.59 0.57 0.57 0.35 0.10 0.10 0.10 Delay/Veh: 32.5 17.3 11.0 46.2 28.7 34.3 38.9 38.9 36.8 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.5 17.3 11.0 46.2 28.7 34.3 38.9 38.9 36.8 43.7 43.7 43.7 LOS by Move: C- B B+ D C C- D+ D+ D+ D D D HCM2k95thQ: 16 20 17 1 5 16 12 12 7 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 292 212 8*** Lanes: 1 0 2 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 392 1 0 3 Loss Time (sec): 12 1 -2* *:- 0 10*** 0 Critical V/C: 0.478 1! 6 0 Avg Crit Del (sec/veh): 23.5 0 124 1 Avg Delay (sec/veh): 26.9 0 8*** LOS: C Lanes: 1 0 1 1 0 Final Vol: 317 1060*** 35 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 127 1 0 0 0 59 40 0 56 0 0 0 PasserByVol: 3 570 0 0 70 46 230 0 18 0 0 0 Initial Fut: 317 1060 35 8 212 292 392 10 124 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 317 1060 35 8 212 292 392 10 124 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 317 1060 35 8 212 292 392 10 124 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 317 1060 35 8 212 292 392 10 124 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.95 0.05 1.00 0.47 0.35 0.18 Final Sat.: 1750 3582 118 1750 3800 1750 3462 88 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.30 0.30 0.00 0.06 0.17 0.11 0.11 0.07 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 32.3 55.0 65.0 7.0 29.7 29.7 21.0 21.0 21.0 10.0 10.0 10.0 Volume/Cap: 0.59 0.57 0.48 0.07 0.20 0.59 0.57 0.57 0.35 0.10 0.10 0.10 Delay/Veh: 32.5 17.3 11.0 46.2 28.7 34.3 38.9 38.9 36.8 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.5 17.3 11.0 46.2 28.7 34.3 38.9 38.9 36.8 43.7 43.7 43.7 LOS by Move: C- B B+ D C C- D+ D+ D+ D D D HCM2k95thQ: 16 20 17 1 5 16 12 12 7 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-83 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #42: Tantau Avenue / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 185*** 0 156 Lanes: 1 0 0 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 287*** 1 1 873*** Loss Time (sec): 12 0 0 848 2 Critical V/C: 0.922 3 1470 1 Avg Crit Del (sec/veh): 70.3 0 24 0 Avg Delay (sec/veh): 48.6 1 154 LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 92 158*** 74 Signal=Spl it/Rights=l nd u d e Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 132 70 92 0 158 210 717 23 154 1242 398 Added Vol: 0 0 0 3 0 0 0 84 0 0 87 5 PasserByVol: 0 26 4 61 0 27 77 47 1 0 141 470 Initial Fut: 92 158 74 156 0 185 287 848 24 154 1470 873 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 158 74 156 0 185 287 848 24 154 1470 873 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 158 74 156 0 185 287 848 24 154 1470 873 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 158 74 156 0 185 287 848 24 154 1470 873 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.28 0.49 0.23 2.00 0.00 1.00 1.00 2.91 0.09 1.00 3.00 1.00 Final Sat.: 497 853 400 3150 0 1750 1750 5446 154 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.05 0.00 0.11 0.16 0.16 0.16 0.09 0.26 0.50 Crit Moves: **** **** **** **** Green Time: 28.6 28.6 28.6 17.2 0.0 17.2 25.4 58.9 58.9 33.3 66.8 84.0 Volume/Cap: 0.97 0.97 0.97 0.43 0.00 0.92 0.97 0.40 0.40 0.40 0.58 0.89 Delay/Veh: 101.4 101 101.4 62.7 0.0 107.8 106.0 32.9 32.9 50.5 31.4 39.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 101.4 101 101.4 62.7 0.0 107.8 106.0 32.9 32.9 50.5 31.4 39.2 LOS by Move: F F F E A F F C- C- D C D HCM2k95thQ: 35 35 35 8 0 19 28 17 17 12 27 56 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Page 2-84 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #42: Tantau Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 185*** 0 209 Lanes: 1 0 0 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 288*** 1 1 970*** Loss Time (sec): 12 0 0 927 2 Critical V/C: 1.005 3 1622 1 Avg Crit Del (sec/veh): 88.7 0 35 0 Avg Delay (sec/veh): 55.2 1 154 LOS: E+ t Lanes: 0 0 1! 0 0 Final Vol: 103*** 183 74 Signal=Spl it/Rights=l nd u d e Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 132 70 92 0 158 210 717 23 154 1242 398 Added Vol: 11 25 0 56 0 0 1 163 11 0 239 102 PasserByVol: 0 26 4 61 0 27 77 47 1 0 141 470 Initial Fut: 103 183 74 209 0 185 288 927 35 154 1622 970 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 183 74 209 0 185 288 927 35 154 1622 970 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 183 74 209 0 185 288 927 35 154 1622 970 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 183 74 209 0 185 288 927 35 154 1622 970 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.29 0.51 0.20 2.00 0.00 1.00 1.00 2.89 0.11 1.00 3.00 1.00 Final Sat.: 501 890 360 3150 0 1750 1750 5396 204 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.21 0.21 0.07 0.00 0.11 0.16 0.17 0.17 0.09 0.28 0.55 Crit Moves: **** **** **** **** Green Time: 29.3 29.3 29.3 15.8 0.0 15.8 23.4 61.4 61.4 31.5 69.5 85.2 Volume/Cap: 1.05 1.05 1.05 0.63 0.00 1.00 1.05 0.42 0.42 0.42 0.61 0.98 Delay/Veh: 123.6 124 123.6 68.2 0.0 134.7 132.3 31.7 31.7 52.1 30.7 54.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 123.6 124 123.6 68.2 0.0 134.7 132.3 31.7 31.7 52.1 30.7 54.0 LOS by Move: F F F E A F F C C D- C D- HCM2k95thQ: 41 41 41 11 0 21 31 19 19 12 30 69 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-85 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 34 1 23 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.757 Avg Crit Del (sec/veh): 117.0 Avg Delay (sec/veh): 92.3 LOS: F -4) *t t t 0 0 1! 0 0 126 23*** 130 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 135 1 2 2631 *** 0 1 123 Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 87 0 0 92 0 PasserByVol: 0 9 0 5 0 2 34 90 0 12 611 3 Initial Fut: 115 21 118 21 1 31 81 1026 36 112 2394 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 23 130 23 1 34 89 1127 40 123 2631 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 23 130 23 1 34 89 1127 40 123 2631 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 23 130 23 1 34 89 1127 40 123 2631 135 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.08 0.47 0.40 0.02 0.58 1.00 2.89 0.11 1.00 2.85 0.15 Final Sat.: 792 145 813 693 33 1024 1750 5410 190 1750 5326 274 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.03 0.03 0.03 0.05 0.21 0.21 0.07 0.49 0.49 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 20.0 46.4 46.4 27.6 54.0 54.0 Volume/Cap: 0.44 0.44 0.44 0.09 0.09 0.09 0.33 0.58 0.58 0.33 1.19 1.19 Delay/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 34.4 34.4 43.9 128 127.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 34.4 34.4 43.9 128 127.7 LOS by Move: C- C- C- C C C D C- C- D F F HCM2k95thQ: 17 17 17 3 3 3 7 22 22 8 81 81 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 89*** 1 0 1127 2 1 40 0 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 34 1 23 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.757 Avg Crit Del (sec/veh): 117.0 Avg Delay (sec/veh): 92.3 LOS: F -4) *t t t 0 0 1! 0 0 126 23*** 130 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 135 1 2 2631 *** 0 1 123 Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 87 0 0 92 0 PasserByVol: 0 9 0 5 0 2 34 90 0 12 611 3 Initial Fut: 115 21 118 21 1 31 81 1026 36 112 2394 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 23 130 23 1 34 89 1127 40 123 2631 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 23 130 23 1 34 89 1127 40 123 2631 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 23 130 23 1 34 89 1127 40 123 2631 135 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.08 0.47 0.40 0.02 0.58 1.00 2.89 0.11 1.00 2.85 0.15 Final Sat.: 792 145 813 693 33 1024 1750 5410 190 1750 5326 274 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.03 0.03 0.03 0.05 0.21 0.21 0.07 0.49 0.49 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 20.0 46.4 46.4 27.6 54.0 54.0 Volume/Cap: 0.44 0.44 0.44 0.09 0.09 0.09 0.33 0.58 0.58 0.33 1.19 1.19 Delay/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 34.4 34.4 43.9 128 127.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 34.4 34.4 43.9 128 127.7 LOS by Move: C- C- C- C C C D C- C- D F F HCM2k95thQ: 17 17 17 3 3 3 7 22 22 8 81 81 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-86 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 34 1 23 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.809 Avg Crit Del (sec/veh): 163.6 Avg Delay (sec/veh): 124.8 LOS: F -4) *t t t 0 0 1! 0 0 126 23*** 130 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 135 1 2 2903*** 0 1 123 Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 219 0 0 340 0 PasserByVol: 0 9 0 5 0 2 34 90 0 12 611 3 Initial Fut: 115 21 118 21 1 31 81 1158 36 112 2642 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 23 130 23 1 34 89 1273 40 123 2903 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 23 130 23 1 34 89 1273 40 123 2903 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 23 130 23 1 34 89 1273 40 123 2903 135 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.08 0.47 0.40 0.02 0.58 1.00 2.91 0.09 1.00 2.86 0.14 Final Sat.: 792 145 813 693 33 1024 1750 5431 169 1750 5351 249 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.03 0.03 0.03 0.05 0.23 0.23 0.07 0.54 0.54 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 20.0 46.4 46.4 27.6 54.0 54.0 Volume/Cap: 0.44 0.44 0.44 0.09 0.09 0.09 0.33 0.66 0.66 0.33 1.31 1.31 Delay/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 35.9 35.9 43.9 179 179.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 35.9 35.9 43.9 179 179.1 LOS by Move: C- C- C- C C C D D+ D+ D F F HCM2k95thQ: 17 17 17 3 3 3 7 26 26 8 103 103 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 89*** 1 0 1273 2 1 40 0 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 34 1 23 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.809 Avg Crit Del (sec/veh): 163.6 Avg Delay (sec/veh): 124.8 LOS: F -4) *t t t 0 0 1! 0 0 126 23*** 130 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 135 1 2 2903*** 0 1 123 Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 219 0 0 340 0 PasserByVol: 0 9 0 5 0 2 34 90 0 12 611 3 Initial Fut: 115 21 118 21 1 31 81 1158 36 112 2642 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 23 130 23 1 34 89 1273 40 123 2903 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 23 130 23 1 34 89 1273 40 123 2903 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 23 130 23 1 34 89 1273 40 123 2903 135 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.08 0.47 0.40 0.02 0.58 1.00 2.91 0.09 1.00 2.86 0.14 Final Sat.: 792 145 813 693 33 1024 1750 5431 169 1750 5351 249 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.03 0.03 0.03 0.05 0.23 0.23 0.07 0.54 0.54 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 20.0 46.4 46.4 27.6 54.0 54.0 Volume/Cap: 0.44 0.44 0.44 0.09 0.09 0.09 0.33 0.66 0.66 0.33 1.31 1.31 Delay/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 35.9 35.9 43.9 179 179.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 35.9 35.9 43.9 179 179.1 LOS by Move: C- C- C- C C C D D+ D+ D F F HCM2k95thQ: 17 17 17 3 3 3 7 26 26 8 103 103 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-87 0 0 761 3 Critical V/C: 0.692 3 2206*** 0 7;11 Avg Crit Del (sec/veh): 142.6 0 248 1 Avg Delay (sec/veh): 121.6 2 138 LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 17*** 0 138 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 17 0 0 81 6 27 92 0 PasserByVol: 0 0 0 0 2 27 0 44 62 0 719 0 Initial Fut: 17 0 138 467 163 281 0 761 248 138 2206 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 163 281 0 761 248 138 2206 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 163 281 0 761 248 138 2206 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 163 281 0 761 248 138 2206 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.55 0.53 0.92 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2742 957 1650 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.17 0.17 0.17 0.00 0.13 0.14 0.04 0.39 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 57.1 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.20 0.54 0.54 0.54 0.00 0.75 0.29 0.34 1.27 0.00 Delay/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 73.4 27.6 72.1 187 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 73.4 27.6 72.1 187 0.0 LOS by Move: D A C D D D A E C E F A HCM2k95thQ: 13 0 11 26 26 26 0 24 16 8 86 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 281 163*** 467 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0*** 0 0 0 Loss Time (sec): 12 0 0 761 3 Critical V/C: 0.692 3 2206*** 0 7;11 Avg Crit Del (sec/veh): 142.6 0 248 1 Avg Delay (sec/veh): 121.6 2 138 LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 17*** 0 138 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 17 0 0 81 6 27 92 0 PasserByVol: 0 0 0 0 2 27 0 44 62 0 719 0 Initial Fut: 17 0 138 467 163 281 0 761 248 138 2206 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 163 281 0 761 248 138 2206 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 163 281 0 761 248 138 2206 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 163 281 0 761 248 138 2206 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.55 0.53 0.92 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2742 957 1650 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.17 0.17 0.17 0.00 0.13 0.14 0.04 0.39 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 57.1 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.20 0.54 0.54 0.54 0.00 0.75 0.29 0.34 1.27 0.00 Delay/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 73.4 27.6 72.1 187 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 73.4 27.6 72.1 187 0.0 LOS by Move: D A C D D D A E C E F A HCM2k95thQ: 13 0 11 26 26 26 0 24 16 8 86 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-88 0 0 837 3 Critical V/C: 0.739 3 2454`** 0 7;11 Avg Crit Del (sec/veh): 189.6 0 304 1 Avg Delay (sec/veh): 155.9 2 138 LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 17*** 0 138 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 17 0 0 157 62 27 340 0 PasserByVol: 0 0 0 0 2 27 0 44 62 0 719 0 Initial Fut: 17 0 138 467 163 281 0 837 304 138 2454 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 163 281 0 837 304 138 2454 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 163 281 0 837 304 138 2454 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 163 281 0 837 304 138 2454 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.55 0.53 0.92 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2742 957 1650 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.17 0.17 0.17 0.00 0.15 0.17 0.04 0.43 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 57.1 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.20 0.54 0.54 0.54 0.00 0.83 0.36 0.34 1.41 0.00 Delay/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 77.0 28.7 72.1 250 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 77.0 28.7 72.1 250 0.0 LOS by Move: D A C D D D A E- C E F A HCM2k95thQ: 13 0 ll 26 26 26 0 26 19 8 107 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 281 163*** 467 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0*** 0 0 0 Loss Time (sec): 12 0 0 837 3 Critical V/C: 0.739 3 2454`** 0 7;11 Avg Crit Del (sec/veh): 189.6 0 304 1 Avg Delay (sec/veh): 155.9 2 138 LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 17*** 0 138 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 17 0 0 157 62 27 340 0 PasserByVol: 0 0 0 0 2 27 0 44 62 0 719 0 Initial Fut: 17 0 138 467 163 281 0 837 304 138 2454 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 163 281 0 837 304 138 2454 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 163 281 0 837 304 138 2454 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 163 281 0 837 304 138 2454 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.55 0.53 0.92 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2742 957 1650 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.17 0.17 0.17 0.00 0.15 0.17 0.04 0.43 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 57.1 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.20 0.54 0.54 0.54 0.00 0.83 0.36 0.34 1.41 0.00 Delay/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 77.0 28.7 72.1 250 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 77.0 28.7 72.1 250 0.0 LOS by Move: D A C D D D A E- C E F A HCM2k95thQ: 13 0 ll 26 26 26 0 26 19 8 107 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-89 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 11 0 15*** Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 130 313*** 2 0 215 Loss Time (sec): 9 0 1 1084 2 Critical V/C: 0.699 3 3879*** 1 Avg Crit Del (sec/veh): 108.5 0 29 0 Avg Delay (sec/veh): 92.6 1 46 LOS: F t Lanes: 1 0 0 1 0 Final Vol: 4 0 5 Sig nal=Permit/Rights=l nd u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 15 44 44 25 54 54 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 5 14 0 10 285 875 27 42 2695 198 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 5 14 0 10 285 875 27 42 2695 198 Added Vol: 0 0 0 0 0 0 0 82 0 0 129 0 PasserByVol: 0 0 0 0 0 0 3 40 0 0 745 0 Initial Fut: 4 0 5 14 0 10 288 997 27 42 3569 198 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 4 0 5 15 0 11 313 1084 29 46 3879 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 5 15 0 11 313 1084 29 46 3879 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 5 15 0 11 313 1084 29 46 3879 215 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.58 0.00 1.42 2.00 2.92 0.08 1.00 3.78 0.22 Final Sat.: 1750 0 1800 2771 0 2479 3150 5452 148 1750 7105 394 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.00 0.10 0.20 0.20 0.03 0.55 0.55 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 60.0 15.0 48.5 48.5 27.5 61.0 61.0 Volume/Cap: 0.01 0.00 0.01 0.02 0.00 0.01 0.86 0.53 0.53 0.12 1.16 1.16 Delay/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 32.2 32.2 41.6 112 111.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 32.2 32.2 41.6 112 111.6 LOS by Move: C A C C A B- E C- C- D F F HCM2k95thQ: 0 0 0 1 0 0 15 20 20 3 86 86 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-90 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 11 0 15*** Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 130 313*** 2 0 215 Loss Time (sec): 9 0 1 1166 2 Critical V/C: 0.738 3 4150*** 1 Avg Crit Del (sec/veh): 140.0 0 29 0 Avg Delay (sec/veh): 117.5 1 46 LOS: F t Lanes: 1 0 0 1 0 Final Vol: 4 0 5 Sig nal=Permit/Rights=l nd u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 15 44 44 25 54 54 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 5 14 0 10 285 875 27 42 2695 198 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 5 14 0 10 285 875 27 42 2695 198 Added Vol: 0 0 0 0 0 0 0 158 0 0 378 0 PasserByVol: 0 0 0 0 0 0 3 40 0 0 745 0 Initial Fut: 4 0 5 14 0 10 288 1073 27 42 3818 198 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 4 0 5 15 0 11 313 1166 29 46 4150 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 5 15 0 11 313 1166 29 46 4150 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 5 15 0 11 313 1166 29 46 4150 215 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.58 0.00 1.42 2.00 2.92 0.08 1.00 3.79 0.21 Final Sat.: 1750 0 1800 2771 0 2479 3150 5462 137 1750 7130 370 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.00 0.10 0.21 0.21 0.03 0.58 0.58 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 60.0 15.0 48.5 48.5 27.5 61.0 61.0 Volume/Cap: 0.01 0.00 0.01 0.02 0.00 0.01 0.86 0.57 0.57 0.12 1.24 1.24 Delay/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 32.9 32.9 41.6 145 145.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 32.9 32.9 41.6 145 145.3 LOS by Move: C A C C A B- E C- C- D F F HCM2k95thQ: 0 0 0 1 0 0 14 22 22 3 102 102 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-91 0 0 1113 5 Critical V/C: 1.023 3 3274*** 0 � Avg Crit Del (sec/veh): 56.8 � 0 0 0 Avg Delay (sec/veh): 47.1 0 0 LOS: D t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 14 0 24 0 82 0 0 106 0 PasserByVol: 0 0 0 0 0 34 0 41 0 0 712 0 Initial Fut: 0 0 0 122 0 705 0 1113 0 0 3274 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 122 0 705 0 1113 0 0 3274 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 122 0 705 0 1113 0 0 3274 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 122 0 705 0 1113 0 0 3274 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.40 0.00 0.12 0.00 0.00 0.57 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 53.2 0.0 53.2 0.0 75.8 0.0 0.0 75.8 0.0 Volume/Cap: 0.00 0.00 0.00 0.18 0.00 1.02 0.00 0.21 0.00 0.00 1.02 0.00 Delay/Veh: 0.0 0.0 0.0 26.8 0.0 81.1 0.0 14.7 0.0 0.0 51.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 26.8 0.0 81.1 0.0 14.7 0.0 0.0 51.6 0.0 LOS by Move: A A A C A F A B A A D- A HCM2k95thQ: 0 0 0 7 0 62 0 9 0 0 78 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 705*** 0 122 Lanes: 1 0 0 0 1 4 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 0 Loss Time (sec): 6 0 0 1113 5 Critical V/C: 1.023 3 3274*** 0 � Avg Crit Del (sec/veh): 56.8 � 0 0 0 Avg Delay (sec/veh): 47.1 0 0 LOS: D t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 14 0 24 0 82 0 0 106 0 PasserByVol: 0 0 0 0 0 34 0 41 0 0 712 0 Initial Fut: 0 0 0 122 0 705 0 1113 0 0 3274 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 122 0 705 0 1113 0 0 3274 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 122 0 705 0 1113 0 0 3274 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 122 0 705 0 1113 0 0 3274 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.40 0.00 0.12 0.00 0.00 0.57 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 53.2 0.0 53.2 0.0 75.8 0.0 0.0 75.8 0.0 Volume/Cap: 0.00 0.00 0.00 0.18 0.00 1.02 0.00 0.21 0.00 0.00 1.02 0.00 Delay/Veh: 0.0 0.0 0.0 26.8 0.0 81.1 0.0 14.7 0.0 0.0 51.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 26.8 0.0 81.1 0.0 14.7 0.0 0.0 51.6 0.0 LOS by Move: A A A C A F A B A A D- A HCM2k95thQ: 0 0 0 7 0 62 0 9 0 0 78 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-92 0 0 1189 5 Critical V/C: 1.086 3 3479*** 0 � Avg Crit Del (sec/veh): 79.1 � 0 0 0 Avg Delay (sec/veh): 64.2 0 0 LOS: E t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 14 0 67 0 158 0 0 311 0 PasserByVol: 0 0 0 0 0 34 0 41 0 0 712 0 Initial Fut: 0 0 0 122 0 748 0 1189 0 0 3479 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 122 0 748 0 1189 0 0 3479 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 122 0 748 0 1189 0 0 3479 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 122 0 748 0 1189 0 0 3479 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.43 0.00 0.13 0.00 0.00 0.61 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 53.1 0.0 53.1 0.0 75.9 0.0 0.0 75.9 0.0 Volume/Cap: 0.00 0.00 0.00 0.18 0.00 1.09 0.00 0.22 0.00 0.00 1.09 0.00 Delay/Veh: 0.0 0.0 0.0 26.8 0.0 100.9 0.0 14.8 0.0 0.0 74.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 26.8 0.0 100.9 0.0 14.8 0.0 0.0 74.4 0.0 LOS by Move: A A A C A F A B A A E A HCM2k95thQ: 0 0 0 7 0 70 0 9 0 0 90 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 748*** 0 122 Lanes: 1 0 0 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 0 Loss Time (sec): 6 0 0 1189 5 Critical V/C: 1.086 3 3479*** 0 � Avg Crit Del (sec/veh): 79.1 � 0 0 0 Avg Delay (sec/veh): 64.2 0 0 LOS: E t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 14 0 67 0 158 0 0 311 0 PasserByVol: 0 0 0 0 0 34 0 41 0 0 712 0 Initial Fut: 0 0 0 122 0 748 0 1189 0 0 3479 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 122 0 748 0 1189 0 0 3479 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 122 0 748 0 1189 0 0 3479 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 122 0 748 0 1189 0 0 3479 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.43 0.00 0.13 0.00 0.00 0.61 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 53.1 0.0 53.1 0.0 75.9 0.0 0.0 75.9 0.0 Volume/Cap: 0.00 0.00 0.00 0.18 0.00 1.09 0.00 0.22 0.00 0.00 1.09 0.00 Delay/Veh: 0.0 0.0 0.0 26.8 0.0 100.9 0.0 14.8 0.0 0.0 74.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 26.8 0.0 100.9 0.0 14.8 0.0 0.0 74.4 0.0 LOS by Move: A A A C A F A B A A E A HCM2k95thQ: 0 0 0 7 0 70 0 9 0 0 90 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-93 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 167 59*** 163 Lanes: 1 0 0 1 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 302*** 2 1 233 Loss Time (sec): 12 0 0 770 2 Critical V/C: 0.665 3 1323*** 1 Avg Crit Del (sec/veh): 42.0 0 234 0 Avg Delay (sec/veh): 38.7 2 232 LOS: D+ t Lanes: 1 1 0 0 1 Final Vol: 658 97*** 220 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 48 219 163 25 119 156 704 170 223 1260 233 Added Vol: 108 49 0 0 34 48 146 63 50 0 51 0 PasserByVol: 13 0 1 0 0 0 0 3 14 9 12 0 Initial Fut: 658 97 220 163 59 167 302 770 234 232 1323 233 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 658 97 220 163 59 167 302 770 234 232 1323 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 658 97 220 163 59 167 302 770 234 232 1323 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 658 97 220 163 59 167 302 770 234 232 1323 233 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.75 0.25 1.00 1.48 0.52 1.00 2.00 2.28 0.72 2.00 3.00 1.00 Final Sat.: 3094 456 1750 2606 943 1750 3150 4293 1305 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.21 0.13 0.06 0.06 0.10 0.10 0.18 0.18 0.07 0.23 0.13 Crit Moves **** **** **** **** Green Time: 41.6 41.6 60.3 12.2 12.2 31.0 18.8 45.5 45.5 18.7 45.4 57.6 Volume/Cap: 0.66 0.66 0.27 0.66 0.66 0.40 0.66 0.51 0.51 0.51 0.66 0.30 Delay/Veh: 39.7 39.7 21.6 61.9 61.9 42.3 56.3 33.7 33.7 52.5 36.7 23.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.7 39.7 21.6 61.9 61.9 42.3 56.3 33.7 33.7 52.5 36.7 23.5 LOS by Move: D D C+ E E D E+ C- C- D- D+ C HCM2k95thQ: 26 26 11 9 9 11 13 19 19 11 27 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Page 2-94 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 188 129 163*** Lanes: 1 0 0 1 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 319*** 2 1 233 Loss Time (sec): 12 0 0 773 2 Critical V/C: 0.712 3 1330*** 1 � Avg Crit Del (sec/veh): 44.5 � 0 234 0 Avg Delay (sec/veh): 40.9 2 255 LOS: D t Lanes: 1 1 0 0 1 Final Vol: 658*** 156 229 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 48 219 163 25 119 156 704 170 223 1260 233 Added Vol: 108 108 9 0 104 69 163 66 50 23 58 0 PasserByVol: 13 0 1 0 0 0 0 3 14 9 12 0 Initial Fut: 658 156 229 163 129 188 319 773 234 255 1330 233 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 658 156 229 163 129 188 319 773 234 255 1330 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 658 156 229 163 129 188 319 773 234 255 1330 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 658 156 229 163 129 188 319 773 234 255 1330 233 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.92 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.62 0.38 1.00 1.13 0.87 1.00 2.00 2.28 0.72 2.00 3.00 1.00 Final Sat.: 2870 680 1750 1981 1568 1750 3150 4297 1301 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.13 0.08 0.08 0.11 0.10 0.18 0.18 0.08 0.23 0.13 Crit Moves: **** **** **** **** Green Time: 41.9 41.9 60.8 15.0 15.0 33.5 18.5 42.1 42.1 19.0 42.6 57.6 Volume/Cap: 0.71 0.71 0.28 0.71 0.71 0.42 0.71 0.55 0.55 0.55 0.71 0.30 Delay/Veh: 40.9 40.9 21.4 61.2 61.2 40.7 58.5 36.6 36.6 53.1 39.6 23.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.9 40.9 21.4 61.2 61.2 40.7 58.5 36.6 36.6 53.1 39.6 23.5 LOS by Move: D D C+ E E D E+ D+ D+ D- D C HCM2k95thQ: 28 28 11 12 12 12 14 20 20 12 28 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-95 0 0 308*** 2 Critical V/C: 0.799 2 839 0 Avg Crit Del (sec/veh): 110.8 0 111 1 Avg Delay (sec/veh): 89.3 2 392*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 238 2755*** 193 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 523 5 35 204 36 83 19 0 9 22 66 PasserByVol: 13 28 12 6 31 35 8 14 4 39 58 26 Initial Fut: 238 3487 193 182 1589 636 326 308 111 392 839 335 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 2755 193 182 1271 636 326 308 111 392 839 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 2755 193 182 1271 636 326 308 111 392 839 335 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 2755 193 182 1271 636 326 308 ill 392 839 335 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.48 0.11 0.06 0.22 0.36 0.10 0.08 0.06 0.12 0.22 0.19 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.86 1.03 0.19 0.46 0.44 0.57 0.79 0.34 0.19 1.27 1.06 0.57 Delay/Veh: 111.2 102 36.1 82.2 48.2 41.5 86.9 57.7 44.3 225.0 123 51.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 111.2 102 36.1 82.2 48.2 41.5 86.9 57.7 44.3 225.0 123 51.7 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 79 17 12 34 52 20 13 9 36 49 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 636 1271 182*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 181 326 2 1 335 Loss Time (sec): 12 0 0 308*** 2 Critical V/C: 0.799 2 839 0 Avg Crit Del (sec/veh): 110.8 0 111 1 Avg Delay (sec/veh): 89.3 2 392*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 238 2755*** 193 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 523 5 35 204 36 83 19 0 9 22 66 PasserByVol: 13 28 12 6 31 35 8 14 4 39 58 26 Initial Fut: 238 3487 193 182 1589 636 326 308 111 392 839 335 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 2755 193 182 1271 636 326 308 111 392 839 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 2755 193 182 1271 636 326 308 111 392 839 335 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 2755 193 182 1271 636 326 308 ill 392 839 335 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.48 0.11 0.06 0.22 0.36 0.10 0.08 0.06 0.12 0.22 0.19 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.86 1.03 0.19 0.46 0.44 0.57 0.79 0.34 0.19 1.27 1.06 0.57 Delay/Veh: 111.2 102 36.1 82.2 48.2 41.5 86.9 57.7 44.3 225.0 123 51.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 111.2 102 36.1 82.2 48.2 41.5 86.9 57.7 44.3 225.0 123 51.7 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 79 17 12 34 52 20 13 9 36 49 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-96 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 319*** 2 Critical V/C: 0.811 2 857 0 Avg Crit Del (sec/veh): 115.0 0 111 1 Avg Delay (sec/veh): 92.4 2 399*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 238 2790*** 196 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 568 8 35 264 69 107 30 0 16 40 66 PasserByVol: 13 28 12 6 31 35 8 14 4 39 58 26 Initial Fut: 238 3532 196 182 1649 669 350 319 111 399 857 335 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 2790 196 182 1319 669 350 319 111 399 857 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 2790 196 182 1319 669 350 319 111 399 857 335 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 2790 196 182 1319 669 350 319 ill 399 857 335 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.49 0.11 0.06 0.23 0.38 0.11 0.08 0.06 0.13 0.23 0.19 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.86 1.04 0.20 0.46 0.46 0.60 0.85 0.35 0.19 1.29 1.09 0.57 Delay/Veh: 111.2 107 36.2 82.2 48.7 42.9 92.7 57.9 44.3 234.2 130 51.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 111.2 107 36.2 82.2 48.7 42.9 92.7 57.9 44.3 234.2 130 51.7 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 82 17 12 35 55 21 13 9 37 51 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #48: Lawrence Expressway/ Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 669 1319 182*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 181 350 2 1 335 Loss Time (sec): 12 0 0 319*** 2 Critical V/C: 0.811 2 857 0 Avg Crit Del (sec/veh): 115.0 0 111 1 Avg Delay (sec/veh): 92.4 2 399*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 238 2790*** 196 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 568 8 35 264 69 107 30 0 16 40 66 PasserByVol: 13 28 12 6 31 35 8 14 4 39 58 26 Initial Fut: 238 3532 196 182 1649 669 350 319 111 399 857 335 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 2790 196 182 1319 669 350 319 111 399 857 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 2790 196 182 1319 669 350 319 111 399 857 335 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 2790 196 182 1319 669 350 319 ill 399 857 335 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.49 0.11 0.06 0.23 0.38 0.11 0.08 0.06 0.13 0.23 0.19 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.86 1.04 0.20 0.46 0.46 0.60 0.85 0.35 0.19 1.29 1.09 0.57 Delay/Veh: 111.2 107 36.2 82.2 48.7 42.9 92.7 57.9 44.3 234.2 130 51.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 111.2 107 36.2 82.2 48.7 42.9 92.7 57.9 44.3 234.2 130 51.7 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 82 17 12 35 55 21 13 9 37 51 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-97 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved a p Final Vol: 68 1348 108*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 166 119*** 2 1 531*** Loss Time (sec): 12 0 0 139 2 Critical V/C: 0.955 2 320 0 � Avg Crit Del (sec/veh): 62.7 � 0 150 1 Avg Delay (sec/veh): 54.7 2 377 LOS: D- Lanes: 2 0 3 0 1 Final Vol: 265 3105*** 142 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 527 0 0 212 1 1 1 0 0 1 0 PasserByVol: 155 43 3 8 46 15 7 8 33 10 24 4 Initial Fut: 265 3931 142 108 1685 68 119 139 150 377 320 531 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 265 3105 142 108 1348 68 119 139 150 377 320 531 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 265 3105 142 108 1348 68 119 139 150 377 320 531 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 265 3105 142 108 1348 68 119 139 150 377 320 531 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.54 0.08 0.03 0.24 0.04 0.04 0.04 0.09 0.12 0.08 0.30 Crit Moves **** **** **** **** Green Time: 16.0 89.9 117.1 13.0 86.9 100.9 14.0 23.9 39.9 27.2 37.1 50.1 Volume/Cap: 0.87 1.01 0.12 0.44 0.45 0.06 0.45 0.25 0.36 0.73 0.38 1.00 Delay/Veh: 97.3 55.8 7.9 74.3 24.8 13.3 73.5 63.3 52.9 71.2 54.9 98.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.3 55.8 7.9 74.3 24.8 13.3 73.5 63.3 52.9 71.2 54.9 98.3 LOS by Move: F E+ A E C B E E D- E D- F HCM2k95thQ: 19 91 5 6 24 3 7 6 13 22 13 56 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-98 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 145 2 Critical V/C: 0.966 2 331 0 Avg Crit Del (sec/veh): 64.0 0 150 1 Avg Delay (sec/veh): 55.2 2 378 LOS: E+ Lanes: 2 0 3 0 1 Final Vol: 265 3129*** 142 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 557 0 0 255 25 19 7 0 1 12 0 PasserByVol: 155 43 3 8 46 15 7 8 33 10 24 4 Initial Fut: 265 3961 142 108 1728 92 137 145 150 378 331 531 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 265 3129 142 108 1382 92 137 145 150 378 331 531 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 265 3129 142 108 1382 92 137 145 150 378 331 531 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 265 3129 142 108 1382 92 137 145 150 378 331 531 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.55 0.08 0.03 0.24 0.05 0.04 0.04 0.09 0.12 0.09 0.30 Crit Moves **** **** **** **** Green Time: 16.0 90.1 117.2 13.0 87.1 101.1 14.0 23.8 39.9 27.1 36.9 49.9 Volume/Cap: 0.87 1.01 0.11 0.44 0.46 0.09 0.52 0.27 0.36 0.74 0.39 1.01 Delay/Veh: 97.0 57.1 7.9 74.3 24.9 13.4 74.5 63.5 52.9 71.5 55.3 99.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.0 57.1 7.9 74.3 24.9 13.4 74.5 63.5 52.9 71.5 55.3 99.4 LOS by Move: F E+ A E C B E E D- E E+ F HCM2k95thQ: 19 92 5 6 25 4 8 6 13 22 14 56 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 92 1382 108*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 166 137*** 2 1 531*** Loss Time (sec): 12 0 0 145 2 Critical V/C: 0.966 2 331 0 Avg Crit Del (sec/veh): 64.0 0 150 1 Avg Delay (sec/veh): 55.2 2 378 LOS: E+ Lanes: 2 0 3 0 1 Final Vol: 265 3129*** 142 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 557 0 0 255 25 19 7 0 1 12 0 PasserByVol: 155 43 3 8 46 15 7 8 33 10 24 4 Initial Fut: 265 3961 142 108 1728 92 137 145 150 378 331 531 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 265 3129 142 108 1382 92 137 145 150 378 331 531 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 265 3129 142 108 1382 92 137 145 150 378 331 531 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 265 3129 142 108 1382 92 137 145 150 378 331 531 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.55 0.08 0.03 0.24 0.05 0.04 0.04 0.09 0.12 0.09 0.30 Crit Moves **** **** **** **** Green Time: 16.0 90.1 117.2 13.0 87.1 101.1 14.0 23.8 39.9 27.1 36.9 49.9 Volume/Cap: 0.87 1.01 0.11 0.44 0.46 0.09 0.52 0.27 0.36 0.74 0.39 1.01 Delay/Veh: 97.0 57.1 7.9 74.3 24.9 13.4 74.5 63.5 52.9 71.5 55.3 99.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.0 57.1 7.9 74.3 24.9 13.4 74.5 63.5 52.9 71.5 55.3 99.4 LOS by Move: F E+ A E C B E E D- E E+ F HCM2k95thQ: 19 92 5 6 25 4 8 6 13 22 14 56 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-99 0 0 922 3 Critical V/C: 0.776 3 1418*** 0 Avg Crit Del (sec/veh): 36.5 0 0 0 Avg Delay (sec/veh): 34.2 0 0 LOS: C- t Lanes: 2 1 0 1 0 Final Vol: 1729 608*** 146 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 31 169 13 0 0 0 41 55 0 0 75 40 PasserByVol: 669 55 0 0 0 0 7 35 0 0 44 0 Initial Fut: 1729 608 146 0 0 0 332 922 0 0 1418 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1729 608 146 0 0 0 332 922 0 0 1418 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1729 608 146 0 0 0 332 922 0 0 1418 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1729 608 146 0 0 0 332 922 0 0 1418 272 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.86 0.92 0.22 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 4691 1650 396 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.37 0.37 0.37 0.00 0.00 0.00 0.11 0.16 0.00 0.00 0.25 0.16 Crit Moves: **** **** **** Green Time: 61.7 61.7 61.7 0.0 0.0 0.0 17.6 59.3 0.0 0.0 41.7 41.7 Volume/Cap: 0.78 0.78 0.78 0.00 0.00 0.00 0.78 0.35 0.00 0.00 0.78 0.49 Delay/Veh: 29.7 29.7 29.7 0.0 0.0 0.0 63.0 23.0 0.0 0.0 42.1 36.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 29.7 29.7 29.7 0.0 0.0 0.0 63.0 23.0 0.0 0.0 42.1 36.2 LOS by Move: C C C A A A E C A A D D+ HCM2k95thQ: 40 40 40 0 0 0 15 14 0 0 27 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 332*** 2 1 272 Loss Time (sec): 9 0 0 922 3 Critical V/C: 0.776 3 1418*** 0 Avg Crit Del (sec/veh): 36.5 0 0 0 Avg Delay (sec/veh): 34.2 0 0 LOS: C- t Lanes: 2 1 0 1 0 Final Vol: 1729 608*** 146 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 31 169 13 0 0 0 41 55 0 0 75 40 PasserByVol: 669 55 0 0 0 0 7 35 0 0 44 0 Initial Fut: 1729 608 146 0 0 0 332 922 0 0 1418 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1729 608 146 0 0 0 332 922 0 0 1418 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1729 608 146 0 0 0 332 922 0 0 1418 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1729 608 146 0 0 0 332 922 0 0 1418 272 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.86 0.92 0.22 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 4691 1650 396 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.37 0.37 0.37 0.00 0.00 0.00 0.11 0.16 0.00 0.00 0.25 0.16 Crit Moves: **** **** **** Green Time: 61.7 61.7 61.7 0.0 0.0 0.0 17.6 59.3 0.0 0.0 41.7 41.7 Volume/Cap: 0.78 0.78 0.78 0.00 0.00 0.00 0.78 0.35 0.00 0.00 0.78 0.49 Delay/Veh: 29.7 29.7 29.7 0.0 0.0 0.0 63.0 23.0 0.0 0.0 42.1 36.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 29.7 29.7 29.7 0.0 0.0 0.0 63.0 23.0 0.0 0.0 42.1 36.2 LOS by Move: C C C A A A E C A A D D+ HCM2k95thQ: 40 40 40 0 0 0 15 14 0 0 27 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-100 0 0 968 3 Critical V/C: 0.821 3 1489*** 0 Avg Crit Del (sec/veh): 38.4 0 0 0 Avg Delay (sec/veh): 35.7 0 0 LOS: D+ t Lanes: 2 1 0 1 0 Final Vol: 1863*** 608 146 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 165 169 13 0 0 0 71 101 0 0 146 40 PasserByVol: 669 55 0 0 0 0 7 35 0 0 44 0 Initial Fut: 1863 608 146 0 0 0 362 968 0 0 1489 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1863 608 146 0 0 0 362 968 0 0 1489 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1863 608 146 0 0 0 362 968 0 0 1489 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1863 608 146 0 0 0 362 968 0 0 1489 272 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.92 0.87 0.21 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 4797 1565 376 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.39 0.39 0.39 0.00 0.00 0.00 0.11 0.17 0.00 0.00 0.26 0.16 Crit Moves: **** **** **** Green Time: 61.5 61.5 61.5 0.0 0.0 0.0 18.2 59.5 0.0 0.0 41.3 41.3 Volume/Cap: 0.82 0.82 0.82 0.00 0.00 0.00 0.82 0.37 0.00 0.00 0.82 0.49 Delay/Veh: 31.3 31.3 31.3 0.0 0.0 0.0 66.0 23.1 0.0 0.0 44.1 36.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 0.0 0.0 0.0 66.0 23.1 0.0 0.0 44.1 36.5 LOS by Move: C C C A A A E C A A D D+ HCM2k95thQ: 44 44 44 0 0 0 17 15 0 0 31 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 362*** 2 1 272 Loss Time (sec): 9 0 0 968 3 Critical V/C: 0.821 3 1489*** 0 Avg Crit Del (sec/veh): 38.4 0 0 0 Avg Delay (sec/veh): 35.7 0 0 LOS: D+ t Lanes: 2 1 0 1 0 Final Vol: 1863*** 608 146 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 165 169 13 0 0 0 71 101 0 0 146 40 PasserByVol: 669 55 0 0 0 0 7 35 0 0 44 0 Initial Fut: 1863 608 146 0 0 0 362 968 0 0 1489 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1863 608 146 0 0 0 362 968 0 0 1489 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1863 608 146 0 0 0 362 968 0 0 1489 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1863 608 146 0 0 0 362 968 0 0 1489 272 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.92 0.87 0.21 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 4797 1565 376 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.39 0.39 0.39 0.00 0.00 0.00 0.11 0.17 0.00 0.00 0.26 0.16 Crit Moves: **** **** **** Green Time: 61.5 61.5 61.5 0.0 0.0 0.0 18.2 59.5 0.0 0.0 41.3 41.3 Volume/Cap: 0.82 0.82 0.82 0.00 0.00 0.00 0.82 0.37 0.00 0.00 0.82 0.49 Delay/Veh: 31.3 31.3 31.3 0.0 0.0 0.0 66.0 23.1 0.0 0.0 44.1 36.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 0.0 0.0 0.0 66.0 23.1 0.0 0.0 44.1 36.5 LOS by Move: C C C A A A E C A A D D+ HCM2k95thQ: 44 44 44 0 0 0 17 15 0 0 31 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-101 1 -4- -0�- 0 235 1 Critical V/C: 1.060 0 0 0 � Avg Crit Del (sec/veh): 97.3 � 0 0 1 Avg Delay (sec/veh): 76.3 0 0 LOS: E- Lanes: 0 0 3 0 1 Final Vol: 0 4027*** 604 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 322 82 67 107 0 0 0 51 0 0 0 PasserByVol: 0 359 5 16 31 0 0 38 28 0 0 0 Initial Fut: 0 4027 604 645 876 0 130 235 314 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4027 604 645 876 0 130 235 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4027 604 645 876 0 130 235 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4027 604 645 876 0 130 235 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.73 1.27 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1317 2381 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.71 0.35 0.20 0.23 0.00 0.10 0.10 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 117 117.2 34.0 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 1.15 0.56 1.15 0.29 0.00 0.63 0.63 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 88.6 12.1 163.1 0.1 0.0 77.5 77.5 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 88.6 12.1 163.1 0.1 0.0 77.5 77.5 0.0 0.0 0.0 0.0 LOS by Move: A F B F A A E- E- A A A A HCM2k95thQ: 0 140 21 50 1 0 18 18 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Signal=Protect/Ri ghts=lg nore Final Vol: 0 876 645*** Lanes: 0 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 130*** 0 0 0 Loss Time (sec): 9 1 -4- -0�- 0 235 1 Critical V/C: 1.060 0 0 0 � Avg Crit Del (sec/veh): 97.3 � 0 0 1 Avg Delay (sec/veh): 76.3 0 0 LOS: E- Lanes: 0 0 3 0 1 Final Vol: 0 4027*** 604 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 322 82 67 107 0 0 0 51 0 0 0 PasserByVol: 0 359 5 16 31 0 0 38 28 0 0 0 Initial Fut: 0 4027 604 645 876 0 130 235 314 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4027 604 645 876 0 130 235 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4027 604 645 876 0 130 235 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4027 604 645 876 0 130 235 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.73 1.27 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1317 2381 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.71 0.35 0.20 0.23 0.00 0.10 0.10 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 117 117.2 34.0 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 1.15 0.56 1.15 0.29 0.00 0.63 0.63 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 88.6 12.1 163.1 0.1 0.0 77.5 77.5 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 88.6 12.1 163.1 0.1 0.0 77.5 77.5 0.0 0.0 0.0 0.0 LOS by Move: A F B F A A E- E- A A A A HCM2k95thQ: 0 140 21 50 1 0 18 18 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-102 1 -2* *:- 0 273*** 1 Critical V/C: 1.081 0 0 0 � Avg Crit Del (sec/veh): 102.1 � 0 0 1 Avg Delay (sec/veh): 80.3 0 0 LOS: F Lanes: 0 0 3 0 1 Final Vol: 0 4085*** 604 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 380 82 67 107 0 0 38 68 0 0 0 PasserByVol: 0 359 5 16 31 0 0 38 28 0 0 0 Initial Fut: 0 4085 604 645 876 0 130 273 331 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4085 604 645 876 0 130 273 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4085 604 645 876 0 130 273 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4085 604 645 876 0 130 273 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.66 1.34 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1193 2506 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.72 0.35 0.20 0.23 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 118 117.6 33.6 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 1.16 0.56 1.16 0.29 0.00 0.69 0.69 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 93.8 11.8 168.4 0.1 0.0 79.8 79.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 93.8 11.8 168.4 0.1 0.0 79.8 79.8 0.0 0.0 0.0 0.0 LOS by Move: A F B+ F A A E- E- A A A A HCM2k95thQ: 0 145 21 51 1 0 20 20 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Signal=Protect/Ri ghts=lg nore Final Vol: 0 876 645*** Lanes: 0 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 130 0 0 0 Loss Time (sec): 9 1 -2* *:- 0 273*** 1 Critical V/C: 1.081 0 0 0 � Avg Crit Del (sec/veh): 102.1 � 0 0 1 Avg Delay (sec/veh): 80.3 0 0 LOS: F Lanes: 0 0 3 0 1 Final Vol: 0 4085*** 604 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 380 82 67 107 0 0 38 68 0 0 0 PasserByVol: 0 359 5 16 31 0 0 38 28 0 0 0 Initial Fut: 0 4085 604 645 876 0 130 273 331 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4085 604 645 876 0 130 273 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4085 604 645 876 0 130 273 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4085 604 645 876 0 130 273 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.66 1.34 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1193 2506 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.72 0.35 0.20 0.23 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 118 117.6 33.6 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 1.16 0.56 1.16 0.29 0.00 0.69 0.69 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 93.8 11.8 168.4 0.1 0.0 79.8 79.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 93.8 11.8 168.4 0.1 0.0 79.8 79.8 0.0 0.0 0.0 0.0 LOS by Move: A F B+ F A A E- E- A A A A HCM2k95thQ: 0 145 21 51 1 0 20 20 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-103 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #52: Lawrence Expressway/ Mitty Way Sig nal=Protect/Rights=Ignore Final Vol: 0 1081 166*** Lanes: 0 0 4 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 181 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.869 0 0 0 � Avg Crit Del (sec/veh): 50.2 � 0 0 0 Avg Delay (sec/veh): 39.6 1 113`** LOS: D Lanes: 0 0 3 0 1 Final Vol: 0 3798*** 127 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 28 148 148 0 0 0 25 25 25 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3041 127 164 866 0 0 0 0 113 0 741 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3041 127 164 866 0 0 0 0 113 0 741 Added Vol: 0 404 0 0 158 0 0 0 0 0 0 0 PasserByVol: 0 353 0 2 57 1 0 0 0 0 0 12 Initial Fut: 0 3798 127 166 1081 1 0 0 0 113 0 753 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3798 127 166 1081 0 0 0 0 113 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3798 127 166 1081 0 0 0 0 113 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3798 127 166 1081 0 0 0 0 113 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.67 0.07 0.09 0.19 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 119 144.2 27.8 147 0.0 0.0 0.0 0.0 24.9 0.0 0.0 Volume/Cap: 0.00 1.01 0.09 0.62 0.24 0.00 0.00 0.00 0.00 0.47 0.00 0.00 Delay/Veh: 0.0 48.3 4.1 76.2 4.0 0.0 0.0 0.0 0.0 73.8 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 48.3 4.1 76.2 4.0 0.0 0.0 0.0 0.0 73.8 0.0 0.0 LOS by Move: A D A E- A A A A A E A A HCM2k95thQ: 0 104 3 17 9 0 0 0 0 13 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-104 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #52: Lawrence Expressway/ Mitty Way Sig nal=Protect/Rights=Ignore Final Vol: 0 1097 167*** Lanes: 0 0 4 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 181 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.880 0 0 0 � Avg Crit Del (sec/veh): 54.2 � 0 0 0 Avg Delay (sec/veh): 42.7 1 114`** LOS: D Lanes: 0 0 3 0 1 Final Vol: 0 3854*** 127 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 28 148 148 0 0 0 25 25 25 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3041 127 164 866 0 0 0 0 113 0 741 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3041 127 164 866 0 0 0 0 113 0 741 Added Vol: 0 460 0 1 174 0 0 0 0 1 0 1 PasserByVol: 0 353 0 2 57 1 0 0 0 0 0 12 Initial Fut: 0 3854 127 167 1097 1 0 0 0 114 0 754 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3854 127 167 1097 0 0 0 0 114 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3854 127 167 1097 0 0 0 0 114 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3854 127 167 1097 0 0 0 0 114 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.68 0.07 0.10 0.20 0.00 0.00 0.00 0.00 0.07 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 119 144.2 27.8 147 0.0 0.0 0.0 0.0 24.9 0.0 0.0 Volume/Cap: 0.00 1.03 0.09 0.62 0.24 0.00 0.00 0.00 0.00 0.47 0.00 0.00 Delay/Veh: 0.0 52.7 4.1 76.4 4.0 0.0 0.0 0.0 0.0 73.9 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 52.7 4.1 76.4 4.0 0.0 0.0 0.0 0.0 73.9 0.0 0.0 LOS by Move: A D- A E- A A A A A E A A HCM2k95thQ: 0 108 3 17 9 0 0 0 0 13 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-105 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 448 675 70*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 801 *** 2 1 0 Loss Time (sec): 12 0 0 346 2 Critical V/C: 0.969 2 665*** 0 Avg Crit Del (sec/veh): 130.4 0 185 1 Avg Delay (sec/veh): 104.8 1 45 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 335 2599*** 47 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 30 379 0 0 150 8 25 0 4 0 0 0 PasserByVol: 1 280 1 9 44 3 12 6 8 0 3 49 Initial Fut: 335 2599 47 70 675 448 801 346 185 45 665 304 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 335 2599 47 70 675 448 801 346 185 45 665 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 335 2599 47 70 675 448 801 346 185 45 665 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 335 2599 47 70 675 448 801 346 185 45 665 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.46 0.03 0.02 0.12 0.26 0.25 0.09 0.11 0.03 0.17 0.00 Crit Moves **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 101.9 11.2 41.4 0.0 Volume/Cap: 1.00 1.22 0.06 0.30 0.35 0.42 0.94 0.21 0.20 0.43 0.80 0.00 Delay/Veh: 133.2 160 26.9 83.1 50.7 27.3 84.4 33.6 22.7 88.3 75.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 133.2 160 26.9 83.1 50.7 27.3 84.4 33.6 22.7 88.3 75.3 0.0 LOS by Move: F F C F D C F C- C+ F E- A HCM2k95thQ: 23 102 2 5 19 32 48 ll 11 6 33 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-106 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 449 689 71*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 801 *** 2 1 0 Loss Time (sec): 12 0 0 347 2 Critical V/C: 0.981 2 669*** 0 Avg Crit Del (sec/veh): 137.9 0 201 1 Avg Delay (sec/veh): 113.6 1 45 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 396 2654*** 47 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 91 434 0 1 164 9 25 1 20 0 4 1 PasserByVol: 1 280 1 9 44 3 12 6 8 0 3 49 Initial Fut: 396 2654 47 71 689 449 801 347 201 45 669 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 396 2654 47 71 689 449 801 347 201 45 669 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 396 2654 47 71 689 449 801 347 201 45 669 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 396 2654 47 71 689 449 801 347 201 45 669 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.47 0.03 0.02 0.12 0.26 0.25 0.09 0.11 0.03 0.18 0.00 Crit Moves **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.18 1.25 0.06 0.30 0.36 0.42 0.94 0.21 0.21 0.43 0.81 0.00 Delay/Veh: 192.2 171 26.9 83.1 50.8 27.3 84.4 33.7 22.9 88.3 75.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 192.2 171 26.9 83.1 50.8 27.3 84.4 33.7 22.9 88.3 75.6 0.0 LOS by Move: F F C F D C F C- C+ F E- A HCM2k95thQ: 31 107 2 5 19 32 48 ll 12 6 34 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-107 0 0 0 0 Critical V/C: 0.553 0 0 0 � Avg Crit Del (sec/veh): 82.2 � 0 0 0 Avg Delay(sec/veh): 41.0 1 257 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*"* 2419 156 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 409 0 0 154 0 0 0 0 0 0 0 PasserByVol: 0 272 0 6 36 4 0 0 0 0 0 15 Initial Fut: 0 2419 156 126 798 4 0 0 0 257 0 752 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2419 156 126 798 0 0 0 0 257 0 752 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2419 156 126 798 0 0 0 0 257 0 752 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 2419 156 126 798 0 0 0 0 257 0 752 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.09 0.07 0.14 0.00 0.00 0.00 0.00 0.15 0.00 0.43 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.75 0.12 0.48 0.20 0.00 0.00 0.00 0.00 0.78 0.00 1.27 Delay/Veh: 0.0 16.5 3.2 38.4 4.5 0.0 0.0 0.0 0.0 47.5 0.0 164.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 16.5 3.2 38.4 4.5 0.0 0.0 0.0 0.0 47.5 0.0 164.7 LOS by Move: A B A D+ A A A A A D A F HCM2k95thQ: 0 28 2 7 5 0 0 0 0 18 0 73 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=lg nore Final Vol: 0 798*** 126 Lanes: 0 0 3 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 95 0 0 1 752*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.553 0 0 0 � Avg Crit Del (sec/veh): 82.2 � 0 0 0 Avg Delay(sec/veh): 41.0 1 257 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*"* 2419 156 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 409 0 0 154 0 0 0 0 0 0 0 PasserByVol: 0 272 0 6 36 4 0 0 0 0 0 15 Initial Fut: 0 2419 156 126 798 4 0 0 0 257 0 752 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2419 156 126 798 0 0 0 0 257 0 752 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2419 156 126 798 0 0 0 0 257 0 752 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 2419 156 126 798 0 0 0 0 257 0 752 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.09 0.07 0.14 0.00 0.00 0.00 0.00 0.15 0.00 0.43 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.75 0.12 0.48 0.20 0.00 0.00 0.00 0.00 0.78 0.00 1.27 Delay/Veh: 0.0 16.5 3.2 38.4 4.5 0.0 0.0 0.0 0.0 47.5 0.0 164.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 16.5 3.2 38.4 4.5 0.0 0.0 0.0 0.0 47.5 0.0 164.7 LOS by Move: A B A D+ A A A A A D A F HCM2k95thQ: 0 28 2 7 5 0 0 0 0 18 0 73 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-108 0 0 0 0 Critical V/C: 0.561 0 0 0 � Avg Crit Del (sec/veh): 83.2 � 0 0 0 Avg Delay(sec/veh): 41.6 1 257 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*** 2529 156 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 519 0 2 182 0 0 0 0 0 0 6 PasserByVol: 0 272 0 6 36 4 0 0 0 0 0 15 Initial Fut: 0 2529 156 128 826 4 0 0 0 257 0 758 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2529 156 128 826 0 0 0 0 257 0 758 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2529 156 128 826 0 0 0 0 257 0 758 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 2529 156 128 826 0 0 0 0 257 0 758 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.09 0.07 0.15 0.00 0.00 0.00 0.00 0.15 0.00 0.43 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.78 0.12 0.49 0.21 0.00 0.00 0.00 0.00 0.78 0.00 1.28 Delay/Veh: 0.0 17.4 3.2 38.5 4.5 0.0 0.0 0.0 0.0 47.5 0.0 169.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 17.4 3.2 38.5 4.5 0.0 0.0 0.0 0.0 47.5 0.0 169.0 LOS by Move: A B A D+ A A A A A D A F HCM2k95thQ: 0 31 3 7 5 0 0 0 0 18 0 74 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #54: Lawrence Expressway/ Doyle Road Sig nal=Protect/Rights=Ignore Final Vol: 0 826*** 128 Lanes: 0 0 3 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 95 0 0 1 758*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.561 0 0 0 � Avg Crit Del (sec/veh): 83.2 � 0 0 0 Avg Delay(sec/veh): 41.6 1 257 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*** 2529 156 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 519 0 2 182 0 0 0 0 0 0 6 PasserByVol: 0 272 0 6 36 4 0 0 0 0 0 15 Initial Fut: 0 2529 156 128 826 4 0 0 0 257 0 758 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2529 156 128 826 0 0 0 0 257 0 758 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2529 156 128 826 0 0 0 0 257 0 758 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 2529 156 128 826 0 0 0 0 257 0 758 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.09 0.07 0.15 0.00 0.00 0.00 0.00 0.15 0.00 0.43 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.78 0.12 0.49 0.21 0.00 0.00 0.00 0.00 0.78 0.00 1.28 Delay/Veh: 0.0 17.4 3.2 38.5 4.5 0.0 0.0 0.0 0.0 47.5 0.0 169.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 17.4 3.2 38.5 4.5 0.0 0.0 0.0 0.0 47.5 0.0 169.0 LOS by Move: A B A D+ A A A A A D A F HCM2k95thQ: 0 31 3 7 5 0 0 0 0 18 0 74 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paae 2-109 0 0 455 2 Critical V/C: 0.602 2 845*** 0 Avg Crit Del (sec/veh): 55.5 0 154 1 Avg Delay (sec/veh): 55.5 1 60 LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 293*** 1721 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 409 0 0 154 0 0 0 0 0 0 0 PasserByVol: 5 261 0 2 30 3 8 3 1 0 0 4 Initial Fut: 293 1721 106 107 535 379 466 455 154 60 845 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 293 1721 106 107 535 379 466 455 154 60 845 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 293 1721 106 107 535 379 466 455 154 60 845 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 293 1721 106 107 535 379 466 455 154 60 845 330 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.30 0.06 0.03 0.09 0.22 0.15 0.12 0.09 0.03 0.22 0.19 Crit Moves: **** **** **** **** Green Time: 26.0 49.0 63.7 17.0 40.0 73.2 33.2 68.3 94.3 14.7 49.8 66.8 Volume/Cap: 0.58 0.99 0.15 0.32 0.38 0.48 0.72 0.28 0.15 0.38 0.72 0.45 Delay/Veh: 64.0 75.5 31.4 67.2 50.3 31.0 63.5 30.4 15.2 70.3 51.5 34.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.0 75.5 31.4 67.2 50.3 31.0 63.5 30.4 15.2 70.3 51.5 34.4 LOS by Move: E E- C E D C E C B E D- C- HCM2k95thQ: 16 54 7 6 13 24 23 13 7 7 33 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 379 535*** 107 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 161 466*** 2 1 330 Loss Time (sec): 12 0 0 455 2 Critical V/C: 0.602 2 845*** 0 Avg Crit Del (sec/veh): 55.5 0 154 1 Avg Delay (sec/veh): 55.5 1 60 LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 293*** 1721 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 409 0 0 154 0 0 0 0 0 0 0 PasserByVol: 5 261 0 2 30 3 8 3 1 0 0 4 Initial Fut: 293 1721 106 107 535 379 466 455 154 60 845 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 293 1721 106 107 535 379 466 455 154 60 845 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 293 1721 106 107 535 379 466 455 154 60 845 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 293 1721 106 107 535 379 466 455 154 60 845 330 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.30 0.06 0.03 0.09 0.22 0.15 0.12 0.09 0.03 0.22 0.19 Crit Moves: **** **** **** **** Green Time: 26.0 49.0 63.7 17.0 40.0 73.2 33.2 68.3 94.3 14.7 49.8 66.8 Volume/Cap: 0.58 0.99 0.15 0.32 0.38 0.48 0.72 0.28 0.15 0.38 0.72 0.45 Delay/Veh: 64.0 75.5 31.4 67.2 50.3 31.0 63.5 30.4 15.2 70.3 51.5 34.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.0 75.5 31.4 67.2 50.3 31.0 63.5 30.4 15.2 70.3 51.5 34.4 LOS by Move: E E- C E D C E C B E D- C- HCM2k95thQ: 16 54 7 6 13 24 23 13 7 7 33 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-110 0 0 455 2 Critical V/C: 0.784 2 845*** 0 Avg Crit Del (sec/veh): 64.6 0 154 1 Avg Delay (sec/veh): 54.3 1 60 LOS: D- t Lanes: 2 0 3 0 1 Final Vol: 293 1831*** 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 519 0 0 182 0 0 0 0 0 0 0 PasserByVol: 5 261 0 2 30 3 8 3 1 0 0 4 Initial Fut: 293 1831 106 107 563 379 466 455 154 60 845 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 293 1831 106 107 563 379 466 455 154 60 845 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 293 1831 106 107 563 379 466 455 154 60 845 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 293 1831 106 107 563 379 466 455 154 60 845 330 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.32 0.06 0.03 0.10 0.22 0.15 0.12 0.09 0.03 0.22 0.19 Crit Moves **** **** **** **** Green Time: 27.6 53.0 67.0 17.0 42.4 73.4 31.0 65.0 92.6 14.0 48.0 65.0 Volume/Cap: 0.54 0.98 0.15 0.32 0.37 0.47 0.77 0.30 0.15 0.39 0.75 0.47 Delay/Veh: 62.1 68.8 29.3 67.2 48.6 30.9 67.5 32.6 16.0 71.2 53.7 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.1 68.8 29.3 67.2 48.6 30.9 67.5 32.6 16.0 71.2 53.7 35.8 LOS by Move: E E C E D C E C- B E D- D+ HCM2k95thQ: 16 55 7 6 14 24 24 14 7 7 33 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 379 563 107*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 161 466*** 2 1 330 Loss Time (sec): 12 0 0 455 2 Critical V/C: 0.784 2 845*** 0 Avg Crit Del (sec/veh): 64.6 0 154 1 Avg Delay (sec/veh): 54.3 1 60 LOS: D- t Lanes: 2 0 3 0 1 Final Vol: 293 1831*** 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 519 0 0 182 0 0 0 0 0 0 0 PasserByVol: 5 261 0 2 30 3 8 3 1 0 0 4 Initial Fut: 293 1831 106 107 563 379 466 455 154 60 845 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 293 1831 106 107 563 379 466 455 154 60 845 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 293 1831 106 107 563 379 466 455 154 60 845 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 293 1831 106 107 563 379 466 455 154 60 845 330 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.32 0.06 0.03 0.10 0.22 0.15 0.12 0.09 0.03 0.22 0.19 Crit Moves **** **** **** **** Green Time: 27.6 53.0 67.0 17.0 42.4 73.4 31.0 65.0 92.6 14.0 48.0 65.0 Volume/Cap: 0.54 0.98 0.15 0.32 0.37 0.47 0.77 0.30 0.15 0.39 0.75 0.47 Delay/Veh: 62.1 68.8 29.3 67.2 48.6 30.9 67.5 32.6 16.0 71.2 53.7 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.1 68.8 29.3 67.2 48.6 30.9 67.5 32.6 16.0 71.2 53.7 35.8 LOS by Move: E E C E D C E C- B E D- D+ HCM2k95thQ: 16 55 7 6 14 24 24 14 7 7 33 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-111 0 0 640 3 Critical V/C: 0.611 3 627*** 0 Avg Crit Del (sec/veh): 48.8 0 17 1 Avg Delay (sec/veh): 43.6 1 178 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 77 1363*** 299 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 409 0 0 154 0 0 0 0 0 0 0 PasserByVol: 10 41 1 0 14 30 222 21 0 7 3 0 Initial Fut: 77 1363 299 37 376 293 644 640 17 178 627 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 1363 299 37 376 293 644 640 17 178 627 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 1363 299 37 376 293 644 640 17 178 627 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 1363 299 37 376 293 644 640 17 178 627 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.24 0.17 0.01 0.10 0.17 0.20 0.11 0.01 0.10 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.32 0.64 0.33 0.21 0.28 0.27 0.76 0.32 0.02 0.70 0.49 0.24 Delay/Veh: 70.5 42.0 22.6 72.2 37.1 13.7 57.1 37.8 26.4 72.8 53.7 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.5 42.0 22.6 72.2 37.1 13.7 57.1 37.8 26.4 72.8 53.7 44.1 LOS by Move: E D C+ E D+ B E+ D+ C E D- D HCM2k95thQ: 5 31 17 2 12 13 29 13 1 19 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 293 376 37*** Lanes: 1 0 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 159 644*** 2 1 118 Loss Time (sec): 12 0 0 640 3 Critical V/C: 0.611 3 627*** 0 Avg Crit Del (sec/veh): 48.8 0 17 1 Avg Delay (sec/veh): 43.6 1 178 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 77 1363*** 299 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 409 0 0 154 0 0 0 0 0 0 0 PasserByVol: 10 41 1 0 14 30 222 21 0 7 3 0 Initial Fut: 77 1363 299 37 376 293 644 640 17 178 627 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 1363 299 37 376 293 644 640 17 178 627 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 1363 299 37 376 293 644 640 17 178 627 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 1363 299 37 376 293 644 640 17 178 627 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.24 0.17 0.01 0.10 0.17 0.20 0.11 0.01 0.10 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.32 0.64 0.33 0.21 0.28 0.27 0.76 0.32 0.02 0.70 0.49 0.24 Delay/Veh: 70.5 42.0 22.6 72.2 37.1 13.7 57.1 37.8 26.4 72.8 53.7 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.5 42.0 22.6 72.2 37.1 13.7 57.1 37.8 26.4 72.8 53.7 44.1 LOS by Move: E D C+ E D+ B E+ D+ C E D- D HCM2k95thQ: 5 31 17 2 12 13 29 13 1 19 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-112 0 0 640 3 Critical V/C: 0.644 3 627*** 0 Avg Crit Del (sec/veh): 50.7 0 17 1 Avg Delay (sec/veh): 44.6 1 178 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 77 1394*** 299 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 440 0 0 165 17 78 0 0 0 0 0 PasserByVol: 10 41 1 0 14 30 222 21 0 7 3 0 Initial Fut: 77 1394 299 37 387 310 722 640 17 178 627 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 1394 299 37 387 310 722 640 17 178 627 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 1394 299 37 387 310 722 640 17 178 627 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 1394 299 37 387 310 722 640 17 178 627 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.24 0.17 0.01 0.10 0.18 0.23 0.11 0.01 0.10 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.32 0.66 0.33 0.21 0.29 0.28 0.85 0.32 0.02 0.70 0.49 0.24 Delay/Veh: 70.5 42.4 22.6 72.2 37.3 13.9 62.9 37.8 26.4 72.8 53.7 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.5 42.4 22.6 72.2 37.3 13.9 62.9 37.8 26.4 72.8 53.7 44.1 LOS by Move: E D C+ E D+ B E D+ C E D- D HCM2k95thQ: 5 32 17 2 13 14 33 13 1 19 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 310 387 37*** Lanes: 1 0 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 159 722*** 2 1 118 Loss Time (sec): 12 0 0 640 3 Critical V/C: 0.644 3 627*** 0 Avg Crit Del (sec/veh): 50.7 0 17 1 Avg Delay (sec/veh): 44.6 1 178 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 77 1394*** 299 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 440 0 0 165 17 78 0 0 0 0 0 PasserByVol: 10 41 1 0 14 30 222 21 0 7 3 0 Initial Fut: 77 1394 299 37 387 310 722 640 17 178 627 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 1394 299 37 387 310 722 640 17 178 627 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 1394 299 37 387 310 722 640 17 178 627 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 1394 299 37 387 310 722 640 17 178 627 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.24 0.17 0.01 0.10 0.18 0.23 0.11 0.01 0.10 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.32 0.66 0.33 0.21 0.29 0.28 0.85 0.32 0.02 0.70 0.49 0.24 Delay/Veh: 70.5 42.4 22.6 72.2 37.3 13.9 62.9 37.8 26.4 72.8 53.7 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.5 42.4 22.6 72.2 37.3 13.9 62.9 37.8 26.4 72.8 53.7 44.1 LOS by Move: E D C+ E D+ B E D+ C E D- D HCM2k95thQ: 5 32 17 2 13 14 33 13 1 19 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-113 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 209 792*** 58 Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 194 0 0 45 Loss Time (sec): 12 1 0 81*** 0 Critical V/C: 0.829 1! 187*** 1 Avg Crit Del (sec/veh): 52.9 0 214 0 Avg Delay (sec/veh): 46.0 1 395 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 176*** 973 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 176 735 176 58 753 209 194 81 214 395 187 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 735 176 58 753 209 194 81 214 395 187 45 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 238 0 0 39 0 0 0 0 0 0 0 Initial Fut: 176 973 176 58 792 209 194 81 214 395 187 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 973 176 58 792 209 194 81 214 395 187 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 973 176 58 792 209 194 81 214 395 187 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 973 176 58 792 209 194 81 214 395 187 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.69 0.31 1.00 1.57 0.43 0.79 0.33 0.88 1.46 0.44 0.10 Final Sat.: 1750 3133 567 1750 2927 772 1428 596 1575 2555 762 183 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.31 0.31 0.03 0.27 0.27 0.14 0.14 0.14 0.15 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 15.8 49.6 49.6 8.6 42.4 42.4 21.3 21.3 37.1 38.5 38.5 38.5 Volume/Cap: 0.83 0.81 0.81 0.50 0.83 0.83 0.83 0.83 0.48 0.52 0.83 0.83 Delay/Veh: 78.8 39.8 39.8 62.0 45.4 45.4 62.1 62.1 38.8 38.5 50.3 50.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.8 39.8 39.8 62.0 45.4 45.4 62.1 62.1 38.8 38.5 50.3 50.3 LOS by Move: E- D D E D D E E D+ D+ D D HCM2k95thQ: 15 35 35 5 33 33 22 22 16 18 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-114 1 -2* *:- 0 81*** 0 Critical V/C: 0.834 1! 187*** 1 Avg Crit Del (sec/veh): 53.1 0 214 0 Avg Delay (sec/veh): 46.7 1 395 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 176*** 1051 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 176 735 176 58 753 209 194 81 214 395 187 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 735 176 58 753 209 194 81 214 395 187 45 Added Vol: 0 78 0 0 17 0 0 0 0 0 0 0 PasserByVol: 0 238 0 0 39 0 0 0 0 0 0 0 Initial Fut: 176 1051 176 58 809 209 194 81 214 395 187 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 1051 176 58 809 209 194 81 214 395 187 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1051 176 58 809 209 194 81 214 395 187 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 1051 176 58 809 209 194 81 214 395 187 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.71 0.29 1.00 1.58 0.42 0.79 0.33 0.88 1.46 0.44 0.10 Final Sat.: 1750 3169 531 1750 2940 759 1428 596 1575 2555 762 183 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.33 0.33 0.03 0.28 0.28 0.14 0.14 0.14 0.15 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 15.7 50.4 50.4 8.2 42.9 42.9 21.2 21.2 36.8 38.3 38.3 38.3 Volume/Cap: 0.83 0.86 0.86 0.53 0.83 0.83 0.83 0.83 0.48 0.53 0.83 0.83 Delay/Veh: 79.7 41.8 41.8 63.7 45.4 45.4 62.7 62.7 39.0 38.7 50.9 50.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.7 41.8 41.8 63.7 45.4 45.4 62.7 62.7 39.0 38.7 50.9 50.9 LOS by Move: E- D D E D D E E D+ D+ D D HCM2k95thQ: 15 39 39 5 34 34 22 22 16 18 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 209 809*** 58 Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 194 0 0 45 Loss Time (sec): 12 1 -2* *:- 0 81*** 0 Critical V/C: 0.834 1! 187*** 1 Avg Crit Del (sec/veh): 53.1 0 214 0 Avg Delay (sec/veh): 46.7 1 395 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 176*** 1051 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 176 735 176 58 753 209 194 81 214 395 187 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 735 176 58 753 209 194 81 214 395 187 45 Added Vol: 0 78 0 0 17 0 0 0 0 0 0 0 PasserByVol: 0 238 0 0 39 0 0 0 0 0 0 0 Initial Fut: 176 1051 176 58 809 209 194 81 214 395 187 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 1051 176 58 809 209 194 81 214 395 187 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1051 176 58 809 209 194 81 214 395 187 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 1051 176 58 809 209 194 81 214 395 187 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.71 0.29 1.00 1.58 0.42 0.79 0.33 0.88 1.46 0.44 0.10 Final Sat.: 1750 3169 531 1750 2940 759 1428 596 1575 2555 762 183 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.33 0.33 0.03 0.28 0.28 0.14 0.14 0.14 0.15 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 15.7 50.4 50.4 8.2 42.9 42.9 21.2 21.2 36.8 38.3 38.3 38.3 Volume/Cap: 0.83 0.86 0.86 0.53 0.83 0.83 0.83 0.83 0.48 0.53 0.83 0.83 Delay/Veh: 79.7 41.8 41.8 63.7 45.4 45.4 62.7 62.7 39.0 38.7 50.9 50.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.7 41.8 41.8 63.7 45.4 45.4 62.7 62.7 39.0 38.7 50.9 50.9 LOS by Move: E- D D E D D E E D+ D+ D D HCM2k95thQ: 15 39 39 5 34 34 22 22 16 18 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-115 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #58: SR -85 (North) / Saratoga Avenue Sig nal=Split/Rights=lndude Final Vol: 0 0 0 Lanes: 0 0 4 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 85 438*** 2 0 465 Loss Time (sec): 9 0 1 838 2 Critical V/C: 0.669 2 977*** 0 Avg Crit Del (sec/veh): 25.8 0 0 0 Avg Delay (sec/veh): 21.1 0 0 LOS: C+ t Lanes: 1 0 1! 0 1 Final Vol: 233 2*** 482 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 233 2 288 0 0 0 438 794 0 0 946 462 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 2 288 0 0 0 438 794 0 0 946 462 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 194 0 0 0 0 44 0 0 31 3 Initial Fut: 233 2 482 0 0 0 438 838 0 0 977 465 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 2 482 0 0 0 438 838 0 0 977 465 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 2 482 0 0 0 438 838 0 0 977 465 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 2 482 0 0 0 438 838 0 0 977 465 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.95 Lanes: 1.33 0.01 1.66 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 2328 10 2996 0 0 0 3150 3800 0 0 3797 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.20 0.16 0.00 0.00 0.00 0.14 0.22 0.00 0.00 0.26 0.26 Crit Moves: **** **** **** Green Time: 25.6 25.6 25.6 0.0 0.0 0.0 17.7 50.4 0.0 0.0 32.7 32.7 Volume/Cap: 0.33 0.67 0.53 0.00 0.00 0.00 0.67 0.37 0.00 0.00 0.67 0.67 Delay/Veh: 23.1 27.6 25.1 0.0 0.0 0.0 33.6 9.1 0.0 0.0 22.5 22.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 23.1 27.6 25.1 0.0 0.0 0.0 33.6 9.1 0.0 0.0 22.5 22.5 LOS by Move: C C C A A A C- A A A C+ C+ HCM2k95thQ: 8 18 14 0 0 0 12 11 0 0 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-116 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #58: SR -85 (North) / Saratoga Avenue Sig nal=Split/Rig hts=Include Final Vol: 0 0 0 Lanes: 0 0 4 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 85 438*** 2 0 465 Loss Time (sec): 9 0 1 853 2 Critical V/C: 0.692 2 994*** 0 � Avg Crit Del (sec/veh): 26.4 � 0 0 0 Avg Delay (sec/veh): 21.7 0 0 LOS: C+ t Lanes: 1 0 1! 0 1 Final Vol: 233 2*** 545 Signal=Spl it/Rights=l ncl u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 233 2 288 0 0 0 438 794 0 0 946 462 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 2 288 0 0 0 438 794 0 0 946 462 Added Vol: 0 0 63 0 0 0 0 15 0 0 17 0 PasserByVol: 0 0 194 0 0 0 0 44 0 0 31 3 Initial Fut: 233 2 545 0 0 0 438 853 0 0 994 465 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 2 545 0 0 0 438 853 0 0 994 465 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 2 545 0 0 0 438 853 0 0 994 465 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 2 545 0 0 0 438 853 0 0 994 465 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.95 Lanes: 1.30 0.01 1.69 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.01 0.99 Final Sat.: 2282 9 3044 0 0 0 3150 3800 0 0 3813 1784 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.22 0.18 0.00 0.00 0.00 0.14 0.22 0.00 0.00 0.26 0.26 Crit Moves: **** **** **** Green Time: 26.9 26.9 26.9 0.0 0.0 0.0 17.1 49.1 0.0 0.0 32.0 32.0 Volume/Cap: 0.32 0.69 0.57 0.00 0.00 0.00 0.69 0.39 0.00 0.00 0.69 0.69 Delay/Veh: 22.2 27.3 24.7 0.0 0.0 0.0 34.8 9.9 0.0 0.0 23.3 23.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 22.2 27.3 24.7 0.0 0.0 0.0 34.8 9.9 0.0 0.0 23.3 23.3 LOS by Move: C+ C C A A A C- A A A C C HCM2k95thQ: 8 20 15 0 0 0 12 11 0 0 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-117 0 0 1043 2 Critical V/C: 0.684 2 645 1 � Avg Crit Del (sec/veh): 21.8 � 0 612`"` 0 Avg Delay (sec/veh): 17.3 2 544`*` LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 11 0 0 0 33 0 27 8 0 Initial Fut: 0 0 0 230 0 190 0 1043 612 544 645 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 230 0 190 0 1043 612 544 645 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 230 0 190 0 1043 612 544 645 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 230 0 190 0 1043 612 544 645 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.55 0.00 1.45 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2708 0 2542 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.07 0.00 0.27 0.35 0.17 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 0.0 10.0 0.0 40.8 40.8 20.2 61.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.68 0.00 0.60 0.00 0.54 0.69 0.69 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 36.5 0.0 34.5 0.0 13.4 15.6 29.5 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 36.5 0.0 34.5 0.0 13.4 15.6 29.5 2.8 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 10 0 9 0 17 24 14 4 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l nd u d e Final Vol: 190 0 230 - Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 0 0 0 0 Loss Time (sec): 9 0 0 1043 2 Critical V/C: 0.684 2 645 1 � Avg Crit Del (sec/veh): 21.8 � 0 612`"` 0 Avg Delay (sec/veh): 17.3 2 544`*` LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 11 0 0 0 33 0 27 8 0 Initial Fut: 0 0 0 230 0 190 0 1043 612 544 645 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 230 0 190 0 1043 612 544 645 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 230 0 190 0 1043 612 544 645 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 230 0 190 0 1043 612 544 645 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.55 0.00 1.45 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2708 0 2542 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.07 0.00 0.27 0.35 0.17 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 0.0 10.0 0.0 40.8 40.8 20.2 61.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.68 0.00 0.60 0.00 0.54 0.69 0.69 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 36.5 0.0 34.5 0.0 13.4 15.6 29.5 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 36.5 0.0 34.5 0.0 13.4 15.6 29.5 2.8 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 10 0 9 0 17 24 14 4 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-118 0 0 1058 2 Critical V/C: 0.688 2 651 1 � Avg Crit Del (sec/veh): 22.0 � 0 612`"` 0 Avg Delay (sec/veh): 17.4 2 555`*` LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 15 0 11 6 0 PasserByVol: 0 0 0 11 0 0 0 33 0 27 8 0 Initial Fut: 0 0 0 230 0 190 0 1058 612 555 651 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 230 0 190 0 1058 612 555 651 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 230 0 190 0 1058 612 555 651 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 230 0 190 0 1058 612 555 651 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.55 0.00 1.45 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2708 0 2542 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.07 0.00 0.28 0.35 0.18 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 0.0 10.0 0.0 40.6 40.6 20.4 61.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.68 0.00 0.60 0.00 0.55 0.69 0.69 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 36.5 0.0 34.5 0.0 13.7 15.8 29.5 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 36.5 0.0 34.5 0.0 13.7 15.8 29.5 2.8 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 10 0 9 0 17 24 14 5 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l ncl u d e Final Vol: 190 0 230 - Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 0 0 0 0 Loss Time (sec): 9 0 0 1058 2 Critical V/C: 0.688 2 651 1 � Avg Crit Del (sec/veh): 22.0 � 0 612`"` 0 Avg Delay (sec/veh): 17.4 2 555`*` LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 15 0 11 6 0 PasserByVol: 0 0 0 11 0 0 0 33 0 27 8 0 Initial Fut: 0 0 0 230 0 190 0 1058 612 555 651 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 230 0 190 0 1058 612 555 651 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 230 0 190 0 1058 612 555 651 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 230 0 190 0 1058 612 555 651 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.55 0.00 1.45 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2708 0 2542 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.08 0.00 0.07 0.00 0.28 0.35 0.18 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.0 0.0 10.0 0.0 40.6 40.6 20.4 61.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.68 0.00 0.60 0.00 0.55 0.69 0.69 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 36.5 0.0 34.5 0.0 13.7 15.8 29.5 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 36.5 0.0 34.5 0.0 13.7 15.8 29.5 2.8 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 10 0 9 0 17 24 14 5 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-119 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 166 0 22*** Lanes: 1 0 0 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 130 34 1 0 14 Loss Time (sec): 12 0 1 701*** 2 Critical V/C: 0.372 2 1380 1 7;11 Avg Crit Del (sec/veh): 40.1 0 19 0 Avg Delay (sec/veh): 58.4 1 35*** LOS: E+ -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 273*** 0 37 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 13 35 35 10 32 32 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 259 0 35 12 0 156 32 562 18 33 1155 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 259 0 35 12 0 156 32 562 18 33 1155 11 Added Vol: 0 0 0 0 0 0 0 69 0 0 115 0 PasserByVol: 0 0 0 9 0 2 0 35 0 0 41 2 Initial Fut: 259 0 35 21 0 158 32 666 18 33 1311 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 273 0 37 22 0 166 34 701 19 35 1380 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 0 37 22 0 166 34 701 19 35 1380 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 0 37 22 0 166 34 701 19 35 1380 14 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.88 0.00 0.12 1.00 0.00 1.00 1.00 2.92 0.08 1.00 2.97 0.03 Final Sat.: 1542 0 208 1750 0 1750 1750 5452 147 1750 5545 55 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.00 0.18 0.01 0.00 0.10 0.02 0.13 0.13 0.02 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 41.0 0.0 41.0 32.0 0.0 45.0 13.0 35.0 35.0 10.0 32.0 32.0 Volume/Cap: 0.56 0.00 0.56 0.05 0.00 0.27 0.19 0.48 0.48 0.26 1.01 1.01 Delay/Veh: 38.3 0.0 38.3 37.5 0.0 31.0 54.2 40.1 40.1 57.5 76.0 76.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.3 0.0 38.3 37.5 0.0 31.0 54.2 40.1 40.1 57.5 76.0 76.0 LOS by Move: D+ A D+ D+ A C D- D D E+ E- E- HCM2k95thQ: 21 0 21 1 0 10 3 15 15 3 38 38 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-120 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 171 0 22*** Lanes: 1 0 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 130 36*** 1 0 14 Loss Time (sec): 12 0 1 746 2 Critical V/C: 0.519 2 1451`*` 1 7;11 Avg Crit Del (sec/veh): 45.8 0 19 0 Avg Delay (sec/veh): 42.0 1 35 LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 273*** 0 37 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 13 35 35 10 32 32 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 259 0 35 12 0 156 32 562 18 33 1155 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 259 0 35 12 0 156 32 562 18 33 1155 11 Added Vol: 0 0 0 0 0 4 2 112 0 0 182 0 PasserByVol: 0 0 0 9 0 2 0 35 0 0 41 2 Initial Fut: 259 0 35 21 0 162 34 709 18 33 1378 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 273 0 37 22 0 171 36 746 19 35 1451 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 0 37 22 0 171 36 746 19 35 1451 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 0 37 22 0 171 36 746 19 35 1451 14 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.88 0.00 0.12 1.00 0.00 1.00 1.00 2.92 0.08 1.00 2.97 0.03 Final Sat.: 1542 0 208 1750 0 1750 1750 5461 139 1750 5548 52 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.00 0.18 0.01 0.00 0.10 0.02 0.14 0.14 0.02 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 32.0 0.0 32.0 32.0 0.0 45.0 13.0 42.0 42.0 12.0 41.0 41.0 Volume/Cap: 0.72 0.00 0.72 0.05 0.00 0.28 0.20 0.42 0.42 0.22 0.83 0.83 Delay/Veh: 50.6 0.0 50.6 37.5 0.0 31.0 54.3 34.7 34.7 55.3 44.7 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.6 0.0 50.6 37.5 0.0 31.0 54.3 34.7 34.7 55.3 44.7 44.7 LOS by Move: D A D D+ A C D- C- C- E+ D D HCM2k95thQ: 24 0 24 1 0 10 3 15 15 3 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-121 0 1 621 2 Critical V/C: 0.321 2 1151 1 Avg Crit Del (sec/veh): 29.4 0 119`" 0 Avg Delay (sec/veh): 28.1 1 29`*` LOS: C Lanes: 0 0 1! 0 0 Final Vol: 144 90... 29 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 5 0 0 0 0 5 3 62 3 0 105 0 PasserByVol: 6 0 6 6 0 5 2 41 1 1 31 1 Initial Fut: 138 86 28 43 71 51 42 596 114 28 1105 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 144 90 29 45 74 53 44 621 119 29 1151 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 90 29 45 74 53 44 621 119 29 1151 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 90 29 45 74 53 44 621 119 29 1151 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.55 0.34 0.11 0.26 0.43 0.31 1.00 2.50 0.50 1.00 2.83 0.17 Final Sat.: 958 597 194 456 753 541 1750 4700 899 1750 5293 307 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.10 0.10 0.10 0.02 0.13 0.13 0.02 0.22 0.22 Crit Moves: **** **** **** Green Time: 52.0 52.0 52.0 52.0 52.0 52.0 12.0 49.0 49.0 20.0 57.0 57.0 Volume/Cap: 0.37 0.37 0.37 0.25 0.25 0.25 0.27 0.35 0.35 0.11 0.50 0.50 Delay/Veh: 27.9 27.9 27.9 26.1 26.1 26.1 55.8 29.2 29.2 47.5 26.4 26.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 27.9 27.9 26.1 26.1 26.1 55.8 29.2 29.2 47.5 26.4 26.4 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 15 15 15 9 9 9 3 13 13 2 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 53 74 45 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 130 44 1 0 67 Loss Time (sec): 9 0 1 621 2 Critical V/C: 0.321 2 1151 1 Avg Crit Del (sec/veh): 29.4 0 119`" 0 Avg Delay (sec/veh): 28.1 1 29`*` LOS: C Lanes: 0 0 1! 0 0 Final Vol: 144 90... 29 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 5 0 0 0 0 5 3 62 3 0 105 0 PasserByVol: 6 0 6 6 0 5 2 41 1 1 31 1 Initial Fut: 138 86 28 43 71 51 42 596 114 28 1105 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 144 90 29 45 74 53 44 621 119 29 1151 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 90 29 45 74 53 44 621 119 29 1151 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 90 29 45 74 53 44 621 119 29 1151 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.55 0.34 0.11 0.26 0.43 0.31 1.00 2.50 0.50 1.00 2.83 0.17 Final Sat.: 958 597 194 456 753 541 1750 4700 899 1750 5293 307 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.10 0.10 0.10 0.02 0.13 0.13 0.02 0.22 0.22 Crit Moves: **** **** **** Green Time: 52.0 52.0 52.0 52.0 52.0 52.0 12.0 49.0 49.0 20.0 57.0 57.0 Volume/Cap: 0.37 0.37 0.37 0.25 0.25 0.25 0.27 0.35 0.35 0.11 0.50 0.50 Delay/Veh: 27.9 27.9 27.9 26.1 26.1 26.1 55.8 29.2 29.2 47.5 26.4 26.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 27.9 27.9 26.1 26.1 26.1 55.8 29.2 29.2 47.5 26.4 26.4 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 15 15 15 9 9 9 3 13 13 2 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-122 0 1 661 2 Critical V/C: 0.332 2 1211 1 Avg Crit Del (sec/veh): 29.6 0 123`" 0 Avg Delay (sec/veh): 28.4 1 29`*` LOS: C Lanes: 0 0 1! 0 0 Final Vol: 148 90... 29 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 9 0 0 0 0 10 4 101 7 0 163 0 PasserByVol: 6 0 6 6 0 5 2 41 1 1 31 1 Initial Fut: 142 86 28 43 71 56 43 635 118 28 1163 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 148 90 29 45 74 58 45 661 123 29 1211 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 90 29 45 74 58 45 661 123 29 1211 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 148 90 29 45 74 58 45 661 123 29 1211 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.55 0.34 0.11 0.25 0.42 0.33 1.00 2.51 0.49 1.00 2.84 0.16 Final Sat.: 971 588 191 443 731 576 1750 4721 877 1750 5308 292 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.10 0.10 0.10 0.03 0.14 0.14 0.02 0.23 0.23 Crit Moves: **** **** **** Green Time: 52.0 52.0 52.0 52.0 52.0 52.0 12.0 49.0 49.0 20.0 57.0 57.0 Volume/Cap: 0.38 0.38 0.38 0.25 0.25 0.25 0.28 0.37 0.37 0.11 0.52 0.52 Delay/Veh: 28.0 28.0 28.0 26.2 26.2 26.2 55.9 29.5 29.5 47.5 26.8 26.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.0 28.0 28.0 26.2 26.2 26.2 55.9 29.5 29.5 47.5 26.8 26.8 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 15 15 15 10 10 10 4 14 14 2 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 58 74 45 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 130 45 1 0 67 Loss Time (sec): 9 0 1 661 2 Critical V/C: 0.332 2 1211 1 Avg Crit Del (sec/veh): 29.6 0 123`" 0 Avg Delay (sec/veh): 28.4 1 29`*` LOS: C Lanes: 0 0 1! 0 0 Final Vol: 148 90... 29 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 9 0 0 0 0 10 4 101 7 0 163 0 PasserByVol: 6 0 6 6 0 5 2 41 1 1 31 1 Initial Fut: 142 86 28 43 71 56 43 635 118 28 1163 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 148 90 29 45 74 58 45 661 123 29 1211 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 90 29 45 74 58 45 661 123 29 1211 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 148 90 29 45 74 58 45 661 123 29 1211 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.55 0.34 0.11 0.25 0.42 0.33 1.00 2.51 0.49 1.00 2.84 0.16 Final Sat.: 971 588 191 443 731 576 1750 4721 877 1750 5308 292 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.10 0.10 0.10 0.03 0.14 0.14 0.02 0.23 0.23 Crit Moves: **** **** **** Green Time: 52.0 52.0 52.0 52.0 52.0 52.0 12.0 49.0 49.0 20.0 57.0 57.0 Volume/Cap: 0.38 0.38 0.38 0.25 0.25 0.25 0.28 0.37 0.37 0.11 0.52 0.52 Delay/Veh: 28.0 28.0 28.0 26.2 26.2 26.2 55.9 29.5 29.5 47.5 26.8 26.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.0 28.0 28.0 26.2 26.2 26.2 55.9 29.5 29.5 47.5 26.8 26.8 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 15 15 15 10 10 10 4 14 14 2 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-123 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 59 4- 47 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 130 64 1 0 71 Loss Time (sec): 9 0 1 677... 2 Critical V/C: 0.211 2 1196 1 Avg Crit Del (sec/veh): 19.3 0 16 0 Avg Delay (sec/veh): 18.7 1 16"` LOS: 13 - Lanes: 0 0 1! 0 0 Final Vol: 10 1 19 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 11 64 64 15 68 68 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 8 1 10 38 4 51 61 543 16 15 1030 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 1 10 38 4 51 61 543 16 15 1030 67 Added Vol: 0 0 0 0 0 0 0 62 0 0 105 0 PasserByVol: 2 0 8 8 0 6 1 52 0 1 25 2 Initial Fut: 10 1 18 46 4 57 62 657 16 16 1160 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 10 1 19 47 4 59 64 677 16 16 1196 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 1 19 47 4 59 64 677 16 16 1196 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 1 19 47 4 59 64 677 16 16 1196 71 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.34 0.03 0.63 0.43 0.04 0.53 1.00 2.93 0.07 1.00 2.83 0.17 Final Sat.: 603 60 1086 752 65 932 1750 5467 133 1750 5285 314 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.06 0.06 0.06 0.04 0.12 0.12 0.01 0.23 0.23 Crit Moves: **** **** **** Green Time: 35.7 35.7 35.7 35.7 35.7 35.7 11.9 70.3 70.3 15.0 73.4 73.4 Volume/Cap: 0.06 0.06 0.06 0.23 0.23 0.23 0.40 0.23 0.23 0.08 0.40 0.40 Delay/Veh: 34.8 34.8 34.8 36.7 36.7 36.7 57.3 15.7 15.7 51.5 16.0 16.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 34.8 34.8 34.8 36.7 36.7 36.7 57.3 15.7 15.7 51.5 16.0 16.0 LOS by Move: C- C- C- D+ D+ D+ E+ B B D- B B HCM2k95thQ: 2 2 2 7 7 7 5 9 9 1 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-124 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 70 4- 47 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 130 71 1 0 71 Loss Time (sec): 9 0 1 703... 2 Critical V/C: 0.224 2 1232 1 Avg Crit Del (sec/veh): 19.9 0 24 0 Avg Delay (sec/veh): 19.6 1 16 - LOS: 13 - Lanes: 0 0 1! 0 0 Final Vol: 23 1 19 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 11 64 64 15 68 68 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 8 1 10 38 4 51 61 543 16 15 1030 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 1 10 38 4 51 61 543 16 15 1030 67 Added Vol: 12 0 0 0 0 11 7 87 7 0 140 0 PasserByVol: 2 0 8 8 0 6 1 52 0 1 25 2 Initial Fut: 22 1 18 46 4 68 69 682 23 16 1195 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 23 1 19 47 4 70 71 703 24 16 1232 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 1 19 47 4 70 71 703 24 16 1232 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 1 19 47 4 70 71 703 24 16 1232 71 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.54 0.02 0.44 0.39 0.03 0.58 1.00 2.90 0.10 1.00 2.83 0.17 Final Sat.: 939 43 768 682 59 1008 1750 5417 183 1750 5294 306 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.07 0.07 0.07 0.04 0.13 0.13 0.01 0.23 0.23 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 11.7 69.0 69.0 15.0 72.3 72.3 Volume/Cap: 0.08 0.08 0.08 0.24 0.24 0.24 0.45 0.24 0.24 0.08 0.42 0.42 Delay/Veh: 34.2 34.2 34.2 36.0 36.0 36.0 58.2 16.5 16.5 51.5 16.8 16.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 34.2 34.2 34.2 36.0 36.0 36.0 58.2 16.5 16.5 51.5 16.8 16.8 LOS by Move: C- C- C- D+ D+ D+ E+ B B D- B B HCM2k95thQ: 3 3 3 8 8 8 6 10 10 1 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-125 0 0 414 3 Critical V/C: 0.544 3 1174*** 0 � Avg Crit Del (sec/veh): 46.4 � 0 143 1 Avg Delay (sec/veh): 40.9 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 109 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 0 0 0 0 0 0 0 62 0 0 105 0 PasserByVol: 2 0 0 21 0 1 6 57 5 0 24 3 Initial Fut: 109 345 27 81 256 101 171 414 143 55 1174 288 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 345 27 81 256 101 171 414 143 55 1174 288 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 345 27 81 256 101 171 414 143 55 1174 288 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 345 27 81 256 101 171 414 143 55 1174 288 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.42 0.58 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2652 1046 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.05 0.10 0.10 0.10 0.07 0.08 0.03 0.21 0.16 Crit Moves: **** **** **** **** Green Time: 27.7 27.7 27.7 26.6 26.6 26.6 26.9 51.0 78.7 32.7 56.8 83.4 Volume/Cap: 0.34 0.54 0.54 0.26 0.54 0.54 0.54 0.21 0.16 0.14 0.54 0.30 Delay/Veh: 53.3 56.1 56.1 53.3 57.0 57.0 57.9 35.3 18.6 47.5 36.8 17.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.3 56.1 56.1 53.3 57.0 57.0 57.9 35.3 18.6 47.5 36.8 17.9 LOS by Move: D- E+ E+ D- E+ E+ E+ D+ B- D D+ B HCM2k95thQ: 9 16 16 7 15 15 14 8 7 4 25 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 101*** 256 81 Lanes: 0 1 0 1 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 171*** 1 1 288 Loss Time (sec): 12 0 0 414 3 Critical V/C: 0.544 3 1174*** 0 � Avg Crit Del (sec/veh): 46.4 � 0 143 1 Avg Delay (sec/veh): 40.9 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 109 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 0 0 0 0 0 0 0 62 0 0 105 0 PasserByVol: 2 0 0 21 0 1 6 57 5 0 24 3 Initial Fut: 109 345 27 81 256 101 171 414 143 55 1174 288 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 345 27 81 256 101 171 414 143 55 1174 288 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 345 27 81 256 101 171 414 143 55 1174 288 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 345 27 81 256 101 171 414 143 55 1174 288 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.42 0.58 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2652 1046 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.05 0.10 0.10 0.10 0.07 0.08 0.03 0.21 0.16 Crit Moves: **** **** **** **** Green Time: 27.7 27.7 27.7 26.6 26.6 26.6 26.9 51.0 78.7 32.7 56.8 83.4 Volume/Cap: 0.34 0.54 0.54 0.26 0.54 0.54 0.54 0.21 0.16 0.14 0.54 0.30 Delay/Veh: 53.3 56.1 56.1 53.3 57.0 57.0 57.9 35.3 18.6 47.5 36.8 17.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.3 56.1 56.1 53.3 57.0 57.0 57.9 35.3 18.6 47.5 36.8 17.9 LOS by Move: D- E+ E+ D- E+ E+ E+ D+ B- D D+ B HCM2k95thQ: 9 16 16 7 15 15 14 8 7 4 25 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-126 0 0 428 3 Critical V/C: 0.554 3 1191*** 0 � Avg Crit Del (sec/veh): 46.7 � 0 149 1 Avg Delay (sec/veh): 41.1 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 118 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 9 0 0 0 0 9 6 76 6 0 122 0 PasserByVol: 2 0 0 21 0 1 6 57 5 0 24 3 Initial Fut: 118 345 27 81 256 110 177 428 149 55 1191 288 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 345 27 81 256 110 177 428 149 55 1191 288 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 345 27 81 256 110 177 428 149 55 1191 288 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 345 27 81 256 110 177 428 149 55 1191 288 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.38 0.62 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2587 1112 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.05 0.10 0.10 0.10 0.08 0.09 0.03 0.21 0.16 Crit Moves **** **** **** **** Green Time: 27.2 27.2 27.2 26.8 26.8 26.8 27.4 51.8 79.0 32.2 56.6 83.4 Volume/Cap: 0.37 0.55 0.55 0.26 0.55 0.55 0.55 0.22 0.16 0.15 0.55 0.30 Delay/Veh: 54.1 56.6 56.6 53.1 57.0 57.0 57.9 34.8 18.4 47.9 37.1 17.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.1 56.6 56.6 53.1 57.0 57.0 57.9 34.8 18.4 47.9 37.1 17.9 LOS by Move: D- E+ E+ D- E+ E+ E+ C- B- D D+ B HCM2k95thQ: 10 16 16 7 16 16 15 9 7 4 25 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 110 256*** 81 Lanes: 0 1 0 1 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 177*** 1 1 288 Loss Time (sec): 12 0 0 428 3 Critical V/C: 0.554 3 1191*** 0 � Avg Crit Del (sec/veh): 46.7 � 0 149 1 Avg Delay (sec/veh): 41.1 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 118 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 9 0 0 0 0 9 6 76 6 0 122 0 PasserByVol: 2 0 0 21 0 1 6 57 5 0 24 3 Initial Fut: 118 345 27 81 256 110 177 428 149 55 1191 288 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 345 27 81 256 110 177 428 149 55 1191 288 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 345 27 81 256 110 177 428 149 55 1191 288 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 345 27 81 256 110 177 428 149 55 1191 288 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.38 0.62 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2587 1112 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.05 0.10 0.10 0.10 0.08 0.09 0.03 0.21 0.16 Crit Moves **** **** **** **** Green Time: 27.2 27.2 27.2 26.8 26.8 26.8 27.4 51.8 79.0 32.2 56.6 83.4 Volume/Cap: 0.37 0.55 0.55 0.26 0.55 0.55 0.55 0.22 0.16 0.15 0.55 0.30 Delay/Veh: 54.1 56.6 56.6 53.1 57.0 57.0 57.9 34.8 18.4 47.9 37.1 17.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.1 56.6 56.6 53.1 57.0 57.0 57.9 34.8 18.4 47.9 37.1 17.9 LOS by Move: D- E+ E+ D- E+ E+ E+ C- B- D D+ B HCM2k95thQ: 10 16 16 7 16 16 15 9 7 4 25 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-127 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l nd u d e Final Vol: 18 0 36 - Lanes: 0 0 4 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 80 112 1 1 34 Loss Time (sec): 9 0 0 624... 2 Critical V/C: 0.223 2 246 0 � Avg Crit Del (sec/veh): 7.5 � 0 0 0 Avg Delay (sec/veh): 10.3 1 5`*` LOS: B+ Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 30 0 18 78 393 0 5 185 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 18 78 393 0 5 185 26 Added Vol: 0 0 0 6 0 0 34 0 0 0 0 8 PasserByVol: 0 0 0 0 0 0 0 231 0 0 61 0 Initial Fut: 0 0 0 36 0 18 112 624 0 5 246 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 36 0 18 112 624 0 5 246 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 36 0 18 112 624 0 5 246 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 36 0 18 112 624 0 5 246 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.67 0.00 0.33 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 1167 0 583 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.03 0.06 0.16 0.00 0.00 0.06 0.02 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.1 0.0 10.1 25.1 53.9 0.0 7.0 35.8 35.8 Volume/Cap: 0.00 0.00 0.00 0.24 0.00 0.24 0.20 0.24 0.00 0.03 0.14 0.04 Delay/Veh: 0.0 0.0 0.0 32.1 0.0 32.1 20.3 5.2 0.0 33.5 13.1 12.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 32.1 0.0 32.1 20.3 5.2 0.0 33.5 13.1 12.5 LOS by Move: A A A C- A C- C+ A A C- B B HCM2k95thQ: 0 0 0 3 0 3 4 6 0 0 4 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-128 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l ncl u d e Final Vol: 106 0 110*** Lanes: 0 0 4 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lnclude Lanes: Final Vol: Cycle Time (sec): 80 383*** 1 1 169*** Loss Time (sec): 9 0 0 640 2 Critical V/C: 0.494 2 289 0 � Avg Crit Del (sec/veh): 22.2 � 0 0 0 Avg Delay (sec/veh): 21.1 1 5 LOS: C+ Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 30 0 18 78 393 0 5 185 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 18 78 393 0 5 185 26 Added Vol: 0 0 0 80 0 88 305 16 0 0 43 143 PasserByVol: 0 0 0 0 0 0 0 231 0 0 61 0 Initial Fut: 0 0 0 110 0 106 383 640 0 5 289 169 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 110 0 106 383 640 0 5 289 169 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 110 0 106 383 640 0 5 289 169 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 110 0 106 383 640 0 5 289 169 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.51 0.00 0.49 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 891 0 859 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.12 0.22 0.17 0.00 0.00 0.08 0.10 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 20.0 0.0 20.0 35.4 33.6 0.0 17.4 15.6 15.6 Volume/Cap: 0.00 0.00 0.00 0.49 0.00 0.49 0.49 0.40 0.00 0.01 0.39 0.49 Delay/Veh: 0.0 0.0 0.0 26.6 0.0 26.6 16.4 16.4 0.0 24.5 28.4 29.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 26.6 0.0 26.6 16.4 16.4 0.0 24.5 28.4 29.8 LOS by Move: A A A C A C B B A C C C HCM2k95thQ: 0 0 0 11 0 11 14 10 0 0 6 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-129 0 1 185 2 Critical V/C: 0.429 1 292*** 0 Avg Crit Del (sec/veh): 48.9 0 138 1 Avg Delay(sec/veh): 36.9 2 95 LOS: D+ t Lanes: 2 0 3 0 1 Final Vol: 230*** 2697 529 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 0 195 0 0 82 0 0 0 0 0 0 0 PasserByVol: 1 59 2 1 27 7 0 0 8 9 9 3 Initial Fut: 230 3414 529 241 1119 408 111 185 138 95 292 206 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 230 2697 529 241 895 408 111 185 138 95 292 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 230 2697 529 241 895 408 111 185 138 95 292 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 230 2697 529 241 895 408 111 185 138 95 292 206 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.15 0.85 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2168 1530 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.47 0.30 0.08 0.16 0.23 0.04 0.05 0.08 0.03 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.55 0.79 0.45 0.86 0.28 0.37 0.45 0.29 0.26 0.39 0.81 0.53 Delay/Veh: 74.4 28.6 13.7 103.6 21.1 16.0 80.7 66.0 48.1 79.9 80.0 58.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 74.4 28.6 13.7 103.6 21.1 16.0 80.7 66.0 48.1 79.9 80.0 58.2 LOS by Move: E C B F C+ B F E D E- F E+ HCM2k95thQ: 13 55 24 19 16 20 8 9 12 7 27 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 408 895*** 241 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 191 ill... 2 0 206 Loss Time (sec): 12 0 1 185 2 Critical V/C: 0.429 1 292*** 0 Avg Crit Del (sec/veh): 48.9 0 138 1 Avg Delay(sec/veh): 36.9 2 95 LOS: D+ t Lanes: 2 0 3 0 1 Final Vol: 230*** 2697 529 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 0 195 0 0 82 0 0 0 0 0 0 0 PasserByVol: 1 59 2 1 27 7 0 0 8 9 9 3 Initial Fut: 230 3414 529 241 1119 408 111 185 138 95 292 206 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 230 2697 529 241 895 408 111 185 138 95 292 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 230 2697 529 241 895 408 111 185 138 95 292 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 230 2697 529 241 895 408 111 185 138 95 292 206 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.15 0.85 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2168 1530 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.47 0.30 0.08 0.16 0.23 0.04 0.05 0.08 0.03 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.55 0.79 0.45 0.86 0.28 0.37 0.45 0.29 0.26 0.39 0.81 0.53 Delay/Veh: 74.4 28.6 13.7 103.6 21.1 16.0 80.7 66.0 48.1 79.9 80.0 58.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 74.4 28.6 13.7 103.6 21.1 16.0 80.7 66.0 48.1 79.9 80.0 58.2 LOS by Move: E C B F C+ B F E D E- F E+ HCM2k95thQ: 13 55 24 19 16 20 8 9 12 7 27 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-130 0 1 185 2 Critical V/C: 0.436 1 292*** 0 Avg Crit Del (sec/veh): 48.9 0 154 1 Avg Delay(sec/veh): 37.3 2 112 LOS: D+ t Lanes: 2 0 3 0 1 Final Vol: 241*** 2730 540 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 11 237 11 0 110 0 0 0 16 17 0 0 PasserByVol: 1 59 2 1 27 7 0 0 8 9 9 3 Initial Fut: 241 3456 540 241 1147 408 111 185 154 112 292 206 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 241 2730 540 241 918 408 111 185 154 112 292 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 2730 540 241 918 408 111 185 154 112 292 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 241 2730 540 241 918 408 111 185 154 112 292 206 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.15 0.85 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2168 1530 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.48 0.31 0.08 0.16 0.23 0.04 0.05 0.09 0.04 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.57 0.80 0.46 0.86 0.29 0.37 0.45 0.29 0.29 0.46 0.81 0.53 Delay/Veh: 75.1 29.0 13.8 103.6 21.2 16.0 80.7 66.0 48.7 80.7 80.0 58.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.1 29.0 13.8 103.6 21.2 16.0 80.7 66.0 48.7 80.7 80.0 58.2 LOS by Move: E- C B F C+ B F E D F F E+ HCM2k95thQ: 13 56 24 19 16 20 8 9 13 8 27 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 408 918*** 241 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 191 ill... 2 0 206 Loss Time (sec): 12 0 1 185 2 Critical V/C: 0.436 1 292*** 0 Avg Crit Del (sec/veh): 48.9 0 154 1 Avg Delay(sec/veh): 37.3 2 112 LOS: D+ t Lanes: 2 0 3 0 1 Final Vol: 241*** 2730 540 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 11 237 11 0 110 0 0 0 16 17 0 0 PasserByVol: 1 59 2 1 27 7 0 0 8 9 9 3 Initial Fut: 241 3456 540 241 1147 408 111 185 154 112 292 206 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 241 2730 540 241 918 408 111 185 154 112 292 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 2730 540 241 918 408 111 185 154 112 292 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 241 2730 540 241 918 408 111 185 154 112 292 206 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.15 0.85 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2168 1530 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.48 0.31 0.08 0.16 0.23 0.04 0.05 0.09 0.04 0.13 0.13 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.57 0.80 0.46 0.86 0.29 0.37 0.45 0.29 0.29 0.46 0.81 0.53 Delay/Veh: 75.1 29.0 13.8 103.6 21.2 16.0 80.7 66.0 48.7 80.7 80.0 58.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.1 29.0 13.8 103.6 21.2 16.0 80.7 66.0 48.7 80.7 80.0 58.2 LOS by Move: E- C B F C+ B F E D F F E+ HCM2k95thQ: 13 56 24 19 16 20 8 9 13 8 27 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-131 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 232 2 Critical V/C: 1.033 2 368 0 Avg Crit Del (sec/veh): 78.5 0 233 1 Avg Delay (sec/veh): 67.3 2 223 LOS: E Lanes: 1 0 3 0 1 Final Vol: 115 3101*** 76 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 0 195 0 0 82 0 0 0 0 0 0 0 PasserByVol: 2 201 9 9 30 0 29 6 5 5 4 11 Initial Fut: 115 3925 76 132 1013 169 419 232 233 223 368 503 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 3101 76 132 810 169 419 232 233 223 368 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 3101 76 132 810 169 419 232 233 223 368 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 115 3101 76 132 810 169 419 232 233 223 368 503 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.54 0.04 0.04 0.14 0.10 0.13 0.06 0.13 0.07 0.10 0.29 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 120.6 24.2 45.6 63.7 16.3 37.8 51.5 Volume/Cap: 0.69 1.02 0.07 0.58 0.28 0.15 1.04 0.25 0.40 0.82 0.48 1.06 Delay/Veh: 90.4 63.6 13.6 84.6 25.2 13.1 134.4 55.3 46.1 98.6 64.3 122.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 90.4 63.6 13.6 84.6 25.2 13.1 134.4 55.3 46.1 98.6 64.3 122.3 LOS by Move: F E B F C B F E+ D F E F HCM2k95thQ: 12 91 3 8 15 8 32 10 19 17 17 59 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 169 810 132*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 419*** 2 1 503*** Loss Time (sec): 12 0 0 232 2 Critical V/C: 1.033 2 368 0 Avg Crit Del (sec/veh): 78.5 0 233 1 Avg Delay (sec/veh): 67.3 2 223 LOS: E Lanes: 1 0 3 0 1 Final Vol: 115 3101*** 76 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 0 195 0 0 82 0 0 0 0 0 0 0 PasserByVol: 2 201 9 9 30 0 29 6 5 5 4 11 Initial Fut: 115 3925 76 132 1013 169 419 232 233 223 368 503 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 3101 76 132 810 169 419 232 233 223 368 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 3101 76 132 810 169 419 232 233 223 368 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 115 3101 76 132 810 169 419 232 233 223 368 503 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.54 0.04 0.04 0.14 0.10 0.13 0.06 0.13 0.07 0.10 0.29 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 120.6 24.2 45.6 63.7 16.3 37.8 51.5 Volume/Cap: 0.69 1.02 0.07 0.58 0.28 0.15 1.04 0.25 0.40 0.82 0.48 1.06 Delay/Veh: 90.4 63.6 13.6 84.6 25.2 13.1 134.4 55.3 46.1 98.6 64.3 122.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 90.4 63.6 13.6 84.6 25.2 13.1 134.4 55.3 46.1 98.6 64.3 122.3 LOS by Move: F E B F C B F E+ D F E F HCM2k95thQ: 12 91 3 8 15 8 32 10 19 17 17 59 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-132 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 169 859 132*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 419*** 2 1 503*** Loss Time (sec): 12 0 0 232 2 Critical V/C: 1.043 2 368 0 � Avg Crit Del (sec/veh): 82.2 � 0 244 1 Avg Delay (sec/veh): 69.8 2 234 LOS: E Lanes: 1 0 3 0 1 Final Vol: 120 3151*** 78 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 5 259 2 0 143 0 0 0 11 11 0 0 PasserByVol: 2 201 9 9 30 0 29 6 5 5 4 11 Initial Fut: 120 3989 78 132 1074 169 419 232 244 234 368 503 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 3151 78 132 859 169 419 232 244 234 368 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 3151 78 132 859 169 419 232 244 234 368 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 3151 78 132 859 169 419 232 244 234 368 503 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.55 0.04 0.04 0.15 0.10 0.13 0.06 0.14 0.07 0.10 0.29 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 120.6 24.2 45.6 63.7 16.3 37.8 51.5 Volume/Cap: 0.72 1.04 0.07 0.58 0.30 0.15 1.04 0.25 0.41 0.86 0.48 1.06 Delay/Veh: 93.2 68.8 13.7 84.6 25.5 13.1 134.4 55.3 46.5 104.5 64.3 122.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 93.2 68.8 13.7 84.6 25.5 13.1 134.4 55.3 46.5 104.5 64.3 122.3 LOS by Move: F E B F C B F E+ D F E F HCM2k95thQ: 13 94 4 8 16 8 32 10 20 18 17 59 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-133 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 72 1229"' 82 Lanes: 1 0 4 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 159 2 0 146 Loss Time (sec): 12 0 1 84... 0 Critical V/C: 0.469 0 77 1 Avg Crit Del (sec/veh): 35.5 0 119 0 Avg Delay (sec/veh): 35.1 1 131`*` LOS: D+ t Lanes: 1 0 3 0 1 Final Vol: 60*"* 3267 96 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 116 116 11 117 117 16 26 26 15 24 24 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 3859 92 77 1428 66 146 83 118 131 69 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 3859 92 77 1428 66 146 83 118 131 69 138 Added Vol: 0 195 0 0 82 0 0 0 0 0 0 0 PasserByVol: 6 82 4 5 26 6 13 1 1 0 8 8 Initial Fut: 60 4136 96 82 1536 72 159 84 119 131 77 146 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 3267 96 82 1229 72 159 84 119 131 77 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 3267 96 82 1229 72 159 84 119 131 77 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 3267 96 82 1229 72 159 84 119 131 77 146 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.41 0.59 1.00 0.35 0.65 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 745 1055 1750 622 1178 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.57 0.05 0.05 0.22 0.04 0.05 0.11 0.11 0.07 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.6 122 138.3 11.6 124 140.8 17.3 27.4 38.0 15.8 26.0 37.6 Volume/Cap: 0.62 0.89 0.08 0.77 0.33 0.06 0.55 0.78 0.56 0.90 0.91 0.63 Delay/Veh: 94.5 29.7 7.1 111.0 14.1 6.3 80.7 88.3 67.0 127.4 110 69.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 94.5 29.7 7.1 111.0 14.1 6.3 80.7 88.3 67.0 127.4 110 69.6 LOS by Move: F C A F B A F F E F F E HCM2k95thQ: 7 78 3 10 18 2 11 23 20 19 28 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 11:12:19 2018 Paas 2-134 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 72 1295"' 82 Lanes: 1 0 4 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 159 2 0 146 Loss Time (sec): 12 0 1 84... 0 Critical V/C: 0.489 0 77 1 Avg Crit Del (sec/veh): 36.4 0 123 0 Avg Delay (sec/veh): 36.0 1 136`*` LOS: D+ t Lanes: 1 0 3 0 1 Final Vol: 63*"* 3324 99 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 116 116 11 117 117 16 26 26 15 24 24 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 3859 92 77 1428 66 146 83 118 131 69 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 3859 92 77 1428 66 146 83 118 131 69 138 Added Vol: 3 266 3 0 165 0 0 0 4 5 0 0 PasserByVol: 6 82 4 5 26 6 13 1 1 0 8 8 Initial Fut: 63 4207 99 82 1619 72 159 84 123 136 77 146 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 63 3324 99 82 1295 72 159 84 123 136 77 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 3324 99 82 1295 72 159 84 123 136 77 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 63 3324 99 82 1295 72 159 84 123 136 77 146 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.41 0.59 1.00 0.35 0.65 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 730 1070 1750 622 1178 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.58 0.06 0.05 0.23 0.04 0.05 0.12 0.12 0.08 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.6 122 138.3 11.6 124 140.8 17.3 27.4 38.0 15.8 26.0 37.6 Volume/Cap: 0.65 0.90 0.08 0.77 0.35 0.06 0.55 0.80 0.58 0.93 0.91 0.63 Delay/Veh: 97.6 30.9 7.1 111.0 14.3 6.3 80.7 90.0 67.4 136.5 110 69.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.6 30.9 7.1 111.0 14.3 6.3 80.7 90.0 67.4 136.5 110 69.6 LOS by Move: F C A F B A F F E F F E HCM2k95thQ: 7 80 3 10 19 2 11 24 20 20 28 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:39:28 2018 Page 1-1 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Background PM Background PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #1 ? xx.x x.xxx xx.x C- 32.1 0.580 37.9 C- 32.1 0.589 +0.008 37.8 -0.2 ? xx.x x.xxx xx.x #2 ? xx.x x.xxx xx.x C 23.2 0.798 48.2 C+ 23.0 0.853 +0.055 51.2 +3.0 ? xx.x x.xxx xx.x #3 ? xx.x x.xxx xx.x D 48.5 0.873 56.8 D- 51.7 0.929 +0.056 62.9 +6.1 ? xx.x x.xxx xx.x #4 ? xx.x x.xxx xx.x D 47.4 0.906 51.6 D 48.7 0.924 +0.018 53.9 +2.3 ? xx.x x.xxx xx.x #5 ? xx.x x.xxx xx.x D 50.7 0.911 51.9 D- 52.0 0.927 +0.016 53.9 +2.0 ? xx.x x.xxx xx.x #6 ? xx.x x.xxx xx.x A 9.4 0.579 6.8 A 9.4 0.589 +0.010 6.8 +0.0 ? xx.x x.xxx xx.x #7 ? xx.x x.xxx xx.x C+ 23.0 0.693 22.6 C+ 22.8 0.703 +0.010 22.6 -0.0 ? xx.x x.xxx xx.x #8 ? xx.x x.xxx xx.x D 48.3 0.957 56.2 D- 51.6 0.976 +0.019 60.4 +4.1 ? xx.x x.xxx xx.x #9 ? xx.x x.xxx xx.x C- 32.1 0.932 44.7 D+ 35.5 0.966 +0.034 50.1 +5.4 ? xx.x x.xxx xx.x #10 ? xx.x x.xxx xx.x C+ 20.9 0.840 45.2 C+ 21.8 0.855 +0.015 46.5 +1.3 ? xx.x x.xxx xx.x #11 ? xx.x x.xxx xx.x D 46.2 0.922 48.5 E 64.5 1.032 +0.110 76.2 +27.7 ? xx.x x.xxx xx.x #12 ? xx.x x.xxx xx.x E 71.4 1.019 85.8 E- 76.5 1.049 +0.030 93.5 +7.7 ? xx.x x.xxx xx.x #13 ? xx.x x.xxx xx.x C 24.6 0.704 36.1 C 24.1 0.722 +0.018 36.0 -0.1 ? xx.x x.xxx xx.x #14 ? xx.x x.xxx xx.x B 15.7 0.858 20.3 B- 18.2 0.915 +0.057 23.5 +3.2 ? xx.x x.xxx xx.x #15 ? xx.x x.xxx xx.x B 15.3 0.641 26.8 B 16.2 0.696 +0.055 28.0 +1.2 ? xx.x x.xxx xx.x #16 ? xx.x x.xxx xx.x C 27.7 0.749 28.6 C 27.5 0.761 +0.012 28.5 -0.1 ? xx.x x.xxx xx.x #17 ? xx.x x.xxx xx.x C+ 22.1 0.578 22.7 C+ 21.2 0.639 +0.061 22.4 -0.3 ? xx.x x.xxx xx.x #18 ? xx.x x.xxx xx.x C 25.5 0.827 32.6 C 26.3 0.842 +0.014 33.2 +0.6 ? xx.x x.xxx xx.x #19 ? xx.x x.xxx xx.x C- 33.2 0.762 33.8 C- 34.3 0.840 +0.078 36.6 +2.7 ? xx.x x.xxx xx.x #20 ? xx.x x.xxx xx.x B 12.4 0.448 7.2 B+ 11.5 0.510 +0.062 7.0 -0.2 ? xx.x x.xxx xx.x #21 ? xx.x x.xxx xx.x B 14.2 0.557 14.7 C- 34.7 0.771 +0.214 31.7 +17.0 ? xx.x x.xxx xx.x #22 ? xx.x x.xxx xx.x D- 52.0 0.828 60.9 D- 54.1 0.871 +0.043 64.6 +3.7 ? xx.x x.xxx xx.x #23 ? xx.x x.xxx xx.x D- 52.0 0.800 44.3 D- 54.3 0.839 +0.038 46.5 +2.2 ? xx.x x.xxx xx.x #24 ? xx.x x.xxx xx.x B- 18.2 0.593 30.7 B- 18.1 0.646 +0.053 30.2 -0.5 ? xx.x x.xxx xx.x #25 ? xx.x x.xxx xx.x C+ 22.2 0.621 20.3 C+ 22.0 0.669 +0.048 20.5 +0.2 ? xx.x x.xxx xx.x #26 ? xx.x x.xxx xx.x D 48.1 0.824 58.0 D 50.2 0.880 +0.057 59.3 +1.3 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:39:28 2018 Page 1-2 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Background PM Background PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #27 ? xx.x x.xxx xx.x C- 33.0 0.607 34.3 C- 33.0 0.652 +0.044 34.5 +0.2 ? xx.x x.xxx xx.x #28 ? xx.x x.xxx xx.x C+ 20.2 0.743 21.1 C+ 20.5 0.790 +0.046 22.4 +1.3 ? xx.x x.xxx xx.x #29 ? xx.x x.xxx xx.x B- 19.0 0.934 23.7 C- 32.5 1.022 +0.088 41.8 +18.0 ? xx.x x.xxx xx.x #30 ? xx.x x.xxx xx.x A 9.8 0.654 11.1 B 14.8 0.912 +0.258 20.7 +9.6 ? xx.x x.xxx xx.x #31 ? xx.x x.xxx xx.x D+ 36.6 0.625 33.1 E 68.6 1.015 +0.390 87.5 +54.4 ? xx.x x.xxx xx.x #32 ? xx.x x.xxx xx.x D- 52.3 0.963 64.5 E 69.7 1.075 +0.112 97.4 +32.9 ? xx.x x.xxx xx.x #33 ? xx.x x.xxx xx.x A 2.9 0.414 3.5 A 2.8 0.444 +0.030 3.4 -0.0 ? xx.x x.xxx xx.x #34 ? xx.x x.xxx xx.x A 4.0 0.399 3.3 A 4.1 0.426 +0.027 3.4 +0.1 ? xx.x x.xxx xx.x #35 ? xx.x x.xxx xx.x D 45.2 0.813 50.6 D 46.2 0.835 +0.023 52.3 +1.7 ? xx.x x.xxx xx.x #36 ? xx.x x.xxx xx.x C+ 21.9 0.513 19.0 C+ 21.8 0.536 +0.023 19.1 +0.1 ? xx.x x.xxx xx.x #37 ? xx.x x.xxx xx.x C+ 22.5 0.666 23.3 C+ 22.3 0.737 +0.071 23.7 +0.4 ? xx.x x.xxx xx.x #38 ? xx.x x.xxx xx.x D- 52.2 0.910 61.6 D- 54.4 0.936 +0.026 66.1 +4.5 ? xx.x x.xxx xx.x #39 ? xx.x x.xxx xx.x C 23.4 0.515 27.2 C 23.9 0.546 +0.031 27.2 +0.0 ? xx.x x.xxx xx.x #40 ? xx.x x.xxx xx.x C 27.2 0.749 35.5 C 28.6 0.800 +0.051 39.8 +4.3 ? xx.x x.xxx xx.x #41 ? xx.x x.xxx xx.x C 28.8 0.556 34.3 D+ 35.3 0.735 +0.179 43.7 +9.5 ? xx.x x.xxx xx.x #42 ? xx.x x.xxx xx.x D 45.9 0.745 48.4 D 49.1 0.852 +0.107 54.0 +5.5 ? xx.x x.xxx xx.x #43 ? xx.x x.xxx xx.x F 81.9 0.806 113.4 F 124.8 0.874 +0.068 179.8 +66.4 ? xx.x x.xxx xx.x #44 ? xx.x x.xxx xx.x F 82.6 0.956 89.1 F 114.6 1.061 +0.104 128.2 +39.1 ? xx.x x.xxx xx.x #45 ? xx.x x.xxx xx.x C 25.6 0.436 25.8 C 26.7 0.465 +0.030 26.8 +1.0 ? xx.x x.xxx xx.x #46 ? xx.x x.xxx xx.x C 25.6 0.707 27.8 C 26.5 0.761 +0.054 29.3 +1.5 ? xx.x x.xxx xx.x #47 ? xx.x x.xxx xx.x C- 33.3 0.863 36.8 D+ 38.7 0.925 +0.062 44.3 +7.6 ? xx.x x.xxx xx.x #48 ? xx.x x.xxx xx.x F 83.6 0.876 101.0 F 88.9 0.905 +0.029 110.2 +9.3 ? xx.x x.xxx xx.x #49 ? xx.x x.xxx xx.x E+ 56.5 0.644 54.2 E+ 58.0 0.850 +0.206 62.9 +8.7 ? xx.x x.xxx xx.x #50 ? xx.x x.xxx xx.x C 28.9 0.642 25.1 C 29.5 0.662 +0.020 25.4 +0.4 ? xx.x x.xxx xx.x #51 ? xx.x x.xxx xx.x E- 79.7 1.049 81.6 E- 79.9 1.075 +0.027 82.0 +0.4 ? xx.x x.xxx xx.x #52 ? xx.x x.xxx xx.x B- 18.4 0.722 9.3 B- 18.7 0.736 +0.014 9.7 +0.4 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 00:39:28 2018 Page 1-3 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Background PM Background PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #53 ? xx.x x.xxx xx.x F 87.4 0.986 118.8 F 92.7 1.011 +0.025 127.8 +9.0 ? xx.x x.xxx xx.x #54 ? xx.x x.xxx xx.x B 14.9 0.543 5.3 B 15.1 0.570 +0.027 5.3 +0.1 ? xx.x x.xxx xx.x #55 ? xx.x x.xxx xx.x D 47.3 0.659 50.3 D 48.3 0.684 +0.025 52.2 +1.8 ? xx.x x.xxx xx.x #56 ? xx.x x.xxx xx.x D- 52.1 0.491 51.6 D- 51.9 0.777 +0.286 63.3 +11.7 ? xx.x x.xxx xx.x #57 ? xx.x x.xxx xx.x D 39.3 0.888 49.6 D 40.5 0.912 +0.025 52.1 +2.5 ? xx.x x.xxx xx.x #58 ? xx.x x.xxx xx.x C 27.4 0.702 30.1 C 27.6 0.721 +0.019 30.5 +0.4 ? xx.x x.xxx xx.x #59 ? xx.x x.xxx xx.x B- 19.5 0.559 28.5 B- 19.7 0.579 +0.020 28.7 +0.2 ? xx.x x.xxx xx.x #60 ? xx.x x.xxx xx.x D 49.7 0.690 53.7 D- 54.8 0.711 +0.021 60.9 +7.2 ? xx.x x.xxx xx.x #61 ? xx.x x.xxx xx.x C 23.6 0.508 24.0 C 23.9 0.530 +0.022 24.6 +0.6 ? xx.x x.xxx xx.x #62 ? xx.x x.xxx xx.x C+ 21.6 0.305 23.9 C+ 22.3 0.329 +0.024 24.9 +1.0 ? xx.x x.xxx xx.x #63 ? xx.x x.xxx xx.x D+ 36.5 0.572 38.1 D+ 36.6 0.580 +0.008 38.1 +0.0 ? xx.x x.xxx xx.x #64 ? xx.x x.xxx xx.x B 16.4 0.354 16.0 C 29.6 0.785 +0.430 31.8 +15.9 ? xx.x x.xxx xx.x #65 ? xx.x x.xxx xx.x E 72.4 1.050 92.4 E- 75.1 1.073 +0.023 97.4 +5.0 ? xx.x x.xxx xx.x #66 ? xx.x x.xxx xx.x E 71.0 0.882 91.6 E 74.6 0.902 +0.020 98.1 +6.5 ? xx.x x.xxx xx.x #67 ? xx.x x.xxx xx.x C 31.7 0.501 33.4 C- 32.8 0.520 +0.019 33.2 -0.2 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Final Vol: Lanes: Lanes: Final Vol: Signal=Split/Rights=l ncl ude 482*** 42 954 1 0 0 1 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include 0 0 37.9 0 32.1 1253*** 3 C- 1 245 0 0 Lanes: Final Vol: Signal=Split/Rights=l ncl ude 482*** 42 954 1 0 0 1 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 9 Critical V/C: 0.580 Avg Crit Del (sec/veh): 37.9 Avg Delay (sec/veh): 32.1 LOS: C- t 0 0 0 0 0 0 0 0 Signal=SpliURights=l ncl u d e Signal=Protect Rights=Ignore Lanes: Final Vol: 0 0 0 2 782 0 2 214*** Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 960 42 468 0 1167 245 201 687 0 Added Vol: 0 0 0 -9 0 0 0 77 0 13 75 0 PasserByVol: 0 0 0 3 0 14 0 9 0 0 20 0 Initial Fut: 0 0 0 954 42 482 0 1253 245 214 782 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 954 42 482 0 1253 245 214 782 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 954 42 482 0 1253 245 214 782 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 954 42 482 0 1253 245 214 782 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.86 0.95 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 2.88 0.12 1.00 0.00 3.32 0.68 2.00 2.00 0.00 Final Sat.: 0 0 0 4740 209 1750 0 6271 1226 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.20 0.20 0.28 0.00 0.20 0.20 0.07 0.21 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 66.4 66.4 66.4 0.0 48.2 48.2 16.4 64.6 0.0 Volume/Cap: 0.00 0.00 0.00 0.42 0.42 0.58 0.00 0.58 0.58 0.58 0.45 0.00 Delay/Veh: 0.0 0.0 0.0 24.3 24.3 27.7 0.0 38.0 38.0 60.9 25.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 24.3 24.3 27.7 0.0 38.0 38.0 60.9 25.8 0.0 LOS by Move: A A A C C C A D+ D+ E C A HCM2k95thQ: 0 0 0 19 19 28 0 20 20 10 12 0 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-2 0 0 1310*** 3 Critical V/C: 0.589 2 850 1 Avg Crit Del (sec/veh): 37.8 0 245 0 Avg Delay (sec/veh): 32.1 2 214*** LOS: C- t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 960 42 468 0 1167 245 201 687 0 Added Vol: 0 0 0 49 0 0 0 134 0 13 143 0 PasserByVol: 0 0 0 3 0 14 0 9 0 0 20 0 Initial Fut: 0 0 0 1012 42 482 0 1310 245 214 850 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 1012 42 482 0 1310 245 214 850 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1012 42 482 0 1310 245 214 850 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 1012 42 482 0 1310 245 214 850 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 0.95 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 2.89 0.11 1.00 0.00 3.34 0.66 2.00 2.00 0.00 Final Sat.: 0 0 0 4751 197 1750 0 6316 1181 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.21 0.21 0.28 0.00 0.21 0.21 0.07 0.22 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 65.5 65.5 65.5 0.0 49.3 49.3 16.2 65.5 0.0 Volume/Cap: 0.00 0.00 0.00 0.46 0.46 0.59 0.00 0.59 0.59 0.59 0.48 0.00 Delay/Veh: 0.0 0.0 0.0 25.3 25.3 28.5 0.0 37.4 37.4 61.3 25.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 25.3 25.3 28.5 0.0 37.4 37.4 61.3 25.7 0.0 LOS by Move: A A A C C C A D+ D+ E C A HCM2k95thQ: 0 0 0 21 21 28 0 20 20 10 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Signal=Spl it/Rights=l nd u d e Final Vol: 482*** 42 1012 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 140 0 0 0 0 Loss Time (sec): 9 0 0 1310*** 3 Critical V/C: 0.589 2 850 1 Avg Crit Del (sec/veh): 37.8 0 245 0 Avg Delay (sec/veh): 32.1 2 214*** LOS: C- t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 960 42 468 0 1167 245 201 687 0 Added Vol: 0 0 0 49 0 0 0 134 0 13 143 0 PasserByVol: 0 0 0 3 0 14 0 9 0 0 20 0 Initial Fut: 0 0 0 1012 42 482 0 1310 245 214 850 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 1012 42 482 0 1310 245 214 850 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1012 42 482 0 1310 245 214 850 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 1012 42 482 0 1310 245 214 850 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 0.95 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 2.89 0.11 1.00 0.00 3.34 0.66 2.00 2.00 0.00 Final Sat.: 0 0 0 4751 197 1750 0 6316 1181 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.21 0.21 0.28 0.00 0.21 0.21 0.07 0.22 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 65.5 65.5 65.5 0.0 49.3 49.3 16.2 65.5 0.0 Volume/Cap: 0.00 0.00 0.00 0.46 0.46 0.59 0.00 0.59 0.59 0.59 0.48 0.00 Delay/Veh: 0.0 0.0 0.0 25.3 25.3 28.5 0.0 37.4 37.4 61.3 25.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 25.3 25.3 28.5 0.0 37.4 37.4 61.3 25.7 0.0 LOS by Move: A A A C C C A D+ D+ E C A HCM2k95thQ: 0 0 0 21 21 28 0 20 20 10 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-3 0 0 1664 3 Critical V/C: 0.798 3 757 0 � Avg Crit Del (sec/veh): 48.2 � 0 0 0 Avg Delay (sec/veh): 23.2 0 0 LOS: C Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 410 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 5 0 0 0 0 68 0 0 88 -15 PasserByVol: 0 0 0 0 0 0 5 8 0 0 20 1 Initial Fut: 183 0 410 61 148 0 470 1664 0 0 757 558 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 410 61 148 0 470 1664 0 0 757 558 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 410 61 148 0 470 1664 0 0 757 558 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 410 61 148 0 470 1664 0 0 757 558 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.47 0.00 1.53 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 825 0 2675 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.15 0.06 0.06 0.00 0.15 0.29 0.00 0.00 0.13 0.32 Crit Moves: **** **** **** **** Green Time: 38.9 0.0 38.9 10.0 10.0 0.0 26.2 82.1 0.0 0.0 55.9 55.9 Volume/Cap: 0.80 0.00 0.55 0.79 0.79 0.00 0.80 0.50 0.00 0.00 0.33 0.80 Delay/Veh: 53.0 0.0 43.7 78.8 78.8 0.0 53.6 1.0 0.0 0.0 16.3 27.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.0 0.0 43.7 78.8 78.8 0.0 53.6 1.0 0.0 0.0 16.3 27.1 LOS by Move: D- A D E- E- A D- A A A B C HCM2k95thQ: 32 0 20 12 12 0 21 3 0 0 9 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 148 61*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 140 470*** 2 1 558*** Loss Time (sec): 9 0 0 1664 3 Critical V/C: 0.798 3 757 0 � Avg Crit Del (sec/veh): 48.2 � 0 0 0 Avg Delay (sec/veh): 23.2 0 0 LOS: C Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 410 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 5 0 0 0 0 68 0 0 88 -15 PasserByVol: 0 0 0 0 0 0 5 8 0 0 20 1 Initial Fut: 183 0 410 61 148 0 470 1664 0 0 757 558 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 410 61 148 0 470 1664 0 0 757 558 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 410 61 148 0 470 1664 0 0 757 558 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 410 61 148 0 470 1664 0 0 757 558 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.47 0.00 1.53 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 825 0 2675 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.15 0.06 0.06 0.00 0.15 0.29 0.00 0.00 0.13 0.32 Crit Moves: **** **** **** **** Green Time: 38.9 0.0 38.9 10.0 10.0 0.0 26.2 82.1 0.0 0.0 55.9 55.9 Volume/Cap: 0.80 0.00 0.55 0.79 0.79 0.00 0.80 0.50 0.00 0.00 0.33 0.80 Delay/Veh: 53.0 0.0 43.7 78.8 78.8 0.0 53.6 1.0 0.0 0.0 16.3 27.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.0 0.0 43.7 78.8 78.8 0.0 53.6 1.0 0.0 0.0 16.3 27.1 LOS by Move: D- A D E- E- A D- A A A B C HCM2k95thQ: 32 0 20 12 12 0 21 3 0 0 9 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-4 0 0 1779 3 Critical V/C: 0.853 3 825 0 Avg Crit Del (sec/veh): 51.2 0 0 0 Avg Delay (sec/veh): 23.0 0 0 LOS: C+ Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 410 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 5 0 0 0 0 183 0 0 156 75 PasserByVol: 0 0 0 0 0 0 5 8 0 0 20 1 Initial Fut: 183 0 410 61 148 0 470 1779 0 0 825 648 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 410 61 148 0 470 1779 0 0 825 648 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 410 61 148 0 470 1779 0 0 825 648 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 410 61 148 0 470 1779 0 0 825 648 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.47 0.00 1.53 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 825 0 2675 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.15 0.06 0.06 0.00 0.15 0.31 0.00 0.00 0.14 0.37 Crit Moves: **** **** **** **** Green Time: 36.2 0.0 36.2 10.0 10.0 0.0 24.4 84.8 0.0 0.0 60.4 60.4 Volume/Cap: 0.86 0.00 0.59 0.79 0.79 0.00 0.86 0.52 0.00 0.00 0.34 0.86 Delay/Veh: 59.9 0.0 46.4 78.8 78.8 0.0 61.0 0.1 0.0 0.0 13.1 27.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.9 0.0 46.4 78.8 78.8 0.0 61.0 0.1 0.0 0.0 13.1 27.3 LOS by Move: E+ A D E- E- A E A A A B C HCM2k95thQ: 34 0 21 12 12 0 22 2 0 0 8 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 148 61*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 140 470*** 2 1 648*** Loss Time (sec): 9 0 0 1779 3 Critical V/C: 0.853 3 825 0 Avg Crit Del (sec/veh): 51.2 0 0 0 Avg Delay (sec/veh): 23.0 0 0 LOS: C+ Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 410 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 5 0 0 0 0 183 0 0 156 75 PasserByVol: 0 0 0 0 0 0 5 8 0 0 20 1 Initial Fut: 183 0 410 61 148 0 470 1779 0 0 825 648 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 410 61 148 0 470 1779 0 0 825 648 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 410 61 148 0 470 1779 0 0 825 648 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 410 61 148 0 470 1779 0 0 825 648 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.47 0.00 1.53 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 825 0 2675 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.15 0.06 0.06 0.00 0.15 0.31 0.00 0.00 0.14 0.37 Crit Moves: **** **** **** **** Green Time: 36.2 0.0 36.2 10.0 10.0 0.0 24.4 84.8 0.0 0.0 60.4 60.4 Volume/Cap: 0.86 0.00 0.59 0.79 0.79 0.00 0.86 0.52 0.00 0.00 0.34 0.86 Delay/Veh: 59.9 0.0 46.4 78.8 78.8 0.0 61.0 0.1 0.0 0.0 13.1 27.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.9 0.0 46.4 78.8 78.8 0.0 61.0 0.1 0.0 0.0 13.1 27.3 LOS by Move: E+ A D E- E- A E A A A B C HCM2k95thQ: 34 0 21 12 12 0 22 2 0 0 8 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 184 503 284*** Lanes: 0 1 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 366*** 1 1 132 Loss Time (sec): 12 0 0 1145 2 Critical V/C: 0.873 2 907*** 0 Avg Crit Del (sec/veh): 56.8 0 306 1 Avg Delay (sec/veh): 48.5 2 407 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 200 386*** 308 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 383 310 285 494 183 363 1068 306 409 814 134 Added Vol: 0 0 -3 -1 0 0 0 73 0 -5 72 -2 PasserByVol: 0 3 1 0 9 1 3 4 0 3 21 0 Initial Fut: 200 386 308 284 503 184 366 1145 306 407 907 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 386 308 284 503 184 366 1145 306 407 907 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 386 308 284 503 184 366 1145 306 407 907 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 386 308 284 503 184 366 1145 306 407 907 132 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.09 0.91 1.00 1.45 0.55 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2057 1641 1750 2708 991 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.19 0.19 0.16 0.19 0.19 0.21 0.30 0.17 0.13 0.24 0.08 Crit Moves **** **** **** **** Green Time: 21.4 30.1 30.1 26.0 34.8 34.8 33.6 50.3 50.3 21.6 38.3 38.3 Volume/Cap: 0.75 0.87 0.87 0.87 0.75 0.75 0.87 0.84 0.49 0.84 0.87 0.28 Delay/Veh: 67.8 63.5 63.5 77.2 52.0 52.0 58.3 30.5 22.4 62.8 44.6 30.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.8 63.5 63.5 77.2 52.0 52.0 58.3 30.5 22.4 62.8 44.6 30.2 LOS by Move: E E E E- D- D- E+ C C+ E D C HCM2k95thQ: 19 30 30 27 27 27 29 35 15 19 32 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 184 503 298*** Lanes: 0 1 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 366*** 1 1 154 Loss Time (sec): 12 0 0 1260 2 Critical V/C: 0.929 2 1066*** 0 Avg Crit Del (sec/veh): 62.9 0 306 1 Avg Delay(sec/veh): 51.7 2 416 LOS: D- t Lanes: 1 0 1 1 0 Final Vol: 200 386*** 313 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 383 310 285 494 183 363 1068 306 409 814 134 Added Vol: 0 0 2 13 0 0 0 188 0 4 231 20 PasserByVol: 0 3 1 0 9 1 3 4 0 3 21 0 Initial Fut: 200 386 313 298 503 184 366 1260 306 416 1066 154 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 386 313 298 503 184 366 1260 306 416 1066 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 386 313 298 503 184 366 1260 306 416 1066 154 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 386 313 298 503 184 366 1260 306 416 1066 154 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.08 0.92 1.00 1.45 0.55 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2042 1656 1750 2708 991 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.19 0.19 0.17 0.19 0.19 0.21 0.33 0.17 0.13 0.28 0.09 Crit Moves **** **** **** **** Green Time: 20.6 28.5 28.5 25.7 33.5 33.5 31.5 52.8 52.8 21.0 42.3 42.3 Volume/Cap: 0.78 0.93 0.93 0.93 0.78 0.78 0.93 0.88 0.46 0.88 0.93 0.29 Delay/Veh: 71.1 72.5 72.5 88.5 54.1 54.1 70.9 30.8 20.1 68.4 46.6 26.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.1 72.5 72.5 88.5 54.1 54.1 70.9 30.8 20.1 68.4 46.6 26.9 LOS by Move: E E E F D- D- E C C+ E D C HCM2k95thQ: 20 32 32 30 27 27 31 39 14 20 38 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-7 0 1 370*** 1 Critical V/C: 0.906 0 273 1 Avg Crit Del (sec/veh): 51.6 0 169 0 Avg Delay (sec/veh): 47.4 2 425*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 173*** 1340 302 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 862 299 116 1957 173 117 370 169 368 261 57 Added Vol: 0 409 3 0 666 0 0 0 0 5 0 0 PasserByVol: 0 69 0 39 16 0 11 0 0 52 12 0 Initial Fut: 173 1340 302 155 2639 173 128 370 169 425 273 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 1340 302 155 2639 173 128 370 169 425 273 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 1340 302 155 2639 173 128 370 169 425 273 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 1340 302 155 2639 173 128 370 169 425 273 57 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.43 0.57 2.00 2.81 0.19 1.00 1.36 0.64 2.00 0.83 0.17 Final Sat.: 3150 4569 1030 3150 5255 344 1750 2539 1160 3150 1489 311 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.29 0.29 0.05 0.50 0.50 0.07 0.15 0.15 0.13 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 9.7 84.3 84.3 14.1 88.7 88.7 14.1 25.7 25.7 23.8 35.4 35.4 Volume/Cap: 0.91 0.56 0.56 0.56 0.91 0.91 0.83 0.91 0.91 0.91 0.83 0.83 Delay/Veh: 114.4 25.6 25.6 72.4 36.2 36.2 101.1 83.4 83.4 87.9 72.8 72.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 114.4 25.6 25.6 72.4 36.2 36.2 101.1 83.4 83.4 87.9 72.8 72.8 LOS by Move: F C C E D+ D+ F F F F E E HCM2k95thQ: 11 30 30 9 69 69 16 29 29 27 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 173 2639*** 155 Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 128 1 0 57 Loss Time (sec): 12 0 1 370*** 1 Critical V/C: 0.906 0 273 1 Avg Crit Del (sec/veh): 51.6 0 169 0 Avg Delay (sec/veh): 47.4 2 425*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 173*** 1340 302 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 862 299 116 1957 173 117 370 169 368 261 57 Added Vol: 0 409 3 0 666 0 0 0 0 5 0 0 PasserByVol: 0 69 0 39 16 0 11 0 0 52 12 0 Initial Fut: 173 1340 302 155 2639 173 128 370 169 425 273 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 1340 302 155 2639 173 128 370 169 425 273 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 1340 302 155 2639 173 128 370 169 425 273 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 173 1340 302 155 2639 173 128 370 169 425 273 57 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.43 0.57 2.00 2.81 0.19 1.00 1.36 0.64 2.00 0.83 0.17 Final Sat.: 3150 4569 1030 3150 5255 344 1750 2539 1160 3150 1489 311 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.29 0.29 0.05 0.50 0.50 0.07 0.15 0.15 0.13 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 9.7 84.3 84.3 14.1 88.7 88.7 14.1 25.7 25.7 23.8 35.4 35.4 Volume/Cap: 0.91 0.56 0.56 0.56 0.91 0.91 0.83 0.91 0.91 0.91 0.83 0.83 Delay/Veh: 114.4 25.6 25.6 72.4 36.2 36.2 101.1 83.4 83.4 87.9 72.8 72.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 114.4 25.6 25.6 72.4 36.2 36.2 101.1 83.4 83.4 87.9 72.8 72.8 LOS by Move: F C C E D+ D+ F F F F E E HCM2k95thQ: 11 30 30 9 69 69 16 29 29 27 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-8 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 1 370*** 1 Critical V/C: 0.924 0 273 1 Avg Crit Del (sec/veh): 53.9 0 177 0 Avg Delay (sec/veh): 48.7 2 432*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 183*** 1402 311 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 862 299 116 1957 173 117 370 169 368 261 57 Added Vol: 10 471 12 0 718 0 0 0 8 12 0 0 PasserByVol: 0 69 0 39 16 0 11 0 0 52 12 0 Initial Fut: 183 1402 311 155 2691 173 128 370 177 432 273 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 1402 311 155 2691 173 128 370 177 432 273 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 1402 311 155 2691 173 128 370 177 432 273 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 1402 311 155 2691 173 128 370 177 432 273 57 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.44 0.56 2.00 2.81 0.19 1.00 1.34 0.66 2.00 0.83 0.17 Final Sat.: 3150 4582 1016 3150 5261 338 1750 2502 1197 3150 1489 311 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.31 0.31 0.05 0.51 0.51 0.07 0.15 0.15 0.14 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 10.1 85.0 85.0 13.7 88.6 88.6 14.1 25.6 25.6 23.8 35.3 35.3 Volume/Cap: 0.92 0.58 0.58 0.58 0.92 0.92 0.83 0.92 0.92 0.92 0.83 0.83 Delay/Veh: 117.6 25.6 25.6 73.4 38.0 38.0 101.9 86.6 86.6 91.3 73.3 73.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 117.6 25.6 25.6 73.4 38.0 38.0 101.9 86.6 86.6 91.3 73.3 73.3 LOS by Move: F C C E D+ D+ F F F F E E HCM2k95thQ: 12 31 31 9 72 72 17 29 29 28 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 173 2691*'* 155 Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 128 1 0 57 Loss Time (sec): 12 0 1 370*** 1 Critical V/C: 0.924 0 273 1 Avg Crit Del (sec/veh): 53.9 0 177 0 Avg Delay (sec/veh): 48.7 2 432*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 183*** 1402 311 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 173 862 299 116 1957 173 117 370 169 368 261 57 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 862 299 116 1957 173 117 370 169 368 261 57 Added Vol: 10 471 12 0 718 0 0 0 8 12 0 0 PasserByVol: 0 69 0 39 16 0 11 0 0 52 12 0 Initial Fut: 183 1402 311 155 2691 173 128 370 177 432 273 57 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 1402 311 155 2691 173 128 370 177 432 273 57 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 1402 311 155 2691 173 128 370 177 432 273 57 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 1402 311 155 2691 173 128 370 177 432 273 57 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.44 0.56 2.00 2.81 0.19 1.00 1.34 0.66 2.00 0.83 0.17 Final Sat.: 3150 4582 1016 3150 5261 338 1750 2502 1197 3150 1489 311 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.31 0.31 0.05 0.51 0.51 0.07 0.15 0.15 0.14 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 10.1 85.0 85.0 13.7 88.6 88.6 14.1 25.6 25.6 23.8 35.3 35.3 Volume/Cap: 0.92 0.58 0.58 0.58 0.92 0.92 0.83 0.92 0.92 0.92 0.83 0.83 Delay/Veh: 117.6 25.6 25.6 73.4 38.0 38.0 101.9 86.6 86.6 91.3 73.3 73.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 117.6 25.6 25.6 73.4 38.0 38.0 101.9 86.6 86.6 91.3 73.3 73.3 LOS by Move: F C C E D+ D+ F F F F E E HCM2k95thQ: 12 31 31 9 72 72 17 29 29 28 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-9 0 0 945*** 2 Critical V/C: 0.911 2 489 1 Avg Crit Del (sec/veh): 51.9 0 198 0 Avg Delay (sec/veh): 50.7 2 206*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 196*** 1441 257 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 998 245 348 1867 307 286 907 195 185 437 99 Added Vol: 0 393 12 25 646 0 0 35 0 21 45 18 PasserByVol: 10 50 0 24 37 6 5 3 3 0 7 13 Initial Fut: 196 1441 257 397 2550 313 291 945 198 206 489 130 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 196 1441 257 397 2550 313 291 945 198 206 489 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 196 1441 257 397 2550 313 291 945 198 206 489 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 196 1441 257 397 2550 313 291 945 198 206 489 130 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.53 0.47 2.00 2.66 0.34 2.00 2.46 0.54 2.00 2.00 1.00 Final Sat.: 3150 4751 847 3150 4987 612 3150 4629 970 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.30 0.30 0.13 0.51 0.51 0.09 0.20 0.20 0.07 0.13 0.07 Crit Moves: **** **** **** **** Green Time: 10.9 71.1 71.1 29.6 89.8 89.8 19.8 35.8 35.8 11.5 27.5 57.1 Volume/Cap: 0.91 0.68 0.68 0.68 0.91 0.91 0.75 0.91 0.91 0.91 0.75 0.21 Delay/Veh: 112.0 36.2 36.2 64.2 36.1 36.1 75.5 70.7 70.7 110.4 67.7 35.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 112.0 36.2 36.2 64.2 36.1 36.1 75.5 70.7 70.7 110.4 67.7 35.9 LOS by Move: F D+ D+ E D+ D+ E- E E F E D+ HCM2k95thQ: 13 37 37 19 65 65 18 37 37 13 21 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 313 2550*** 397 Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 291 2 1 130 Loss Time (sec): 12 0 0 945*** 2 Critical V/C: 0.911 2 489 1 Avg Crit Del (sec/veh): 51.9 0 198 0 Avg Delay (sec/veh): 50.7 2 206*** LOS: D t Lanes: 2 0 2 1 0 Final Vol: 196*** 1441 257 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 998 245 348 1867 307 286 907 195 185 437 99 Added Vol: 0 393 12 25 646 0 0 35 0 21 45 18 PasserByVol: 10 50 0 24 37 6 5 3 3 0 7 13 Initial Fut: 196 1441 257 397 2550 313 291 945 198 206 489 130 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 196 1441 257 397 2550 313 291 945 198 206 489 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 196 1441 257 397 2550 313 291 945 198 206 489 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 196 1441 257 397 2550 313 291 945 198 206 489 130 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.53 0.47 2.00 2.66 0.34 2.00 2.46 0.54 2.00 2.00 1.00 Final Sat.: 3150 4751 847 3150 4987 612 3150 4629 970 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.30 0.30 0.13 0.51 0.51 0.09 0.20 0.20 0.07 0.13 0.07 Crit Moves: **** **** **** **** Green Time: 10.9 71.1 71.1 29.6 89.8 89.8 19.8 35.8 35.8 11.5 27.5 57.1 Volume/Cap: 0.91 0.68 0.68 0.68 0.91 0.91 0.75 0.91 0.91 0.91 0.75 0.21 Delay/Veh: 112.0 36.2 36.2 64.2 36.1 36.1 75.5 70.7 70.7 110.4 67.7 35.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 112.0 36.2 36.2 64.2 36.1 36.1 75.5 70.7 70.7 110.4 67.7 35.9 LOS by Move: F D+ D+ E D+ D+ E- E E F E D+ HCM2k95thQ: 13 37 37 19 65 65 18 37 37 13 21 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-10 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 945*** 2 Critical V/C: 0.927 2 489 1 Avg Crit Del (sec/veh): 53.9 0 205 0 Avg Delay (sec/veh): 52.0 2 206*** LOS: D- t Lanes: 2 0 2 1 0 Final Vol: 212*** 1499 257 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 998 245 348 1867 307 286 907 195 185 437 99 Added Vol: 16 451 12 45 693 0 0 35 7 21 45 43 PasserByVol: 10 50 0 24 37 6 5 3 3 0 7 13 Initial Fut: 212 1499 257 417 2597 313 291 945 205 206 489 155 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 212 1499 257 417 2597 313 291 945 205 206 489 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 1499 257 417 2597 313 291 945 205 206 489 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 212 1499 257 417 2597 313 291 945 205 206 489 155 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.54 0.46 2.00 2.67 0.33 2.00 2.45 0.55 2.00 2.00 1.00 Final Sat.: 3150 4779 819 3150 4997 602 3150 4600 998 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.31 0.31 0.13 0.52 0.52 0.09 0.21 0.21 0.07 0.13 0.09 Crit Moves: **** **** **** **** Green Time: 11.6 71.2 71.2 30.1 89.7 89.7 19.5 35.4 35.4 11.3 27.2 57.3 Volume/Cap: 0.93 0.70 0.70 0.70 0.93 0.93 0.76 0.93 0.93 0.93 0.76 0.25 Delay/Veh: 113.8 36.8 36.8 64.7 37.7 37.7 76.3 73.0 73.0 114.7 68.4 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 113.8 36.8 36.8 64.7 37.7 37.7 76.3 73.0 73.0 114.7 68.4 36.4 LOS by Move: F D+ D+ E D+ D+ E- E E F E D+ HCM2k95thQ: 14 39 39 20 67 67 18 37 37 13 21 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 313 2597*** 417 Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 291 2 1 155 Loss Time (sec): 12 0 0 945*** 2 Critical V/C: 0.927 2 489 1 Avg Crit Del (sec/veh): 53.9 0 205 0 Avg Delay (sec/veh): 52.0 2 206*** LOS: D- t Lanes: 2 0 2 1 0 Final Vol: 212*** 1499 257 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 186 998 245 348 1867 307 286 907 195 185 437 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 998 245 348 1867 307 286 907 195 185 437 99 Added Vol: 16 451 12 45 693 0 0 35 7 21 45 43 PasserByVol: 10 50 0 24 37 6 5 3 3 0 7 13 Initial Fut: 212 1499 257 417 2597 313 291 945 205 206 489 155 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 212 1499 257 417 2597 313 291 945 205 206 489 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 1499 257 417 2597 313 291 945 205 206 489 155 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 212 1499 257 417 2597 313 291 945 205 206 489 155 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.54 0.46 2.00 2.67 0.33 2.00 2.45 0.55 2.00 2.00 1.00 Final Sat.: 3150 4779 819 3150 4997 602 3150 4600 998 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.31 0.31 0.13 0.52 0.52 0.09 0.21 0.21 0.07 0.13 0.09 Crit Moves: **** **** **** **** Green Time: 11.6 71.2 71.2 30.1 89.7 89.7 19.5 35.4 35.4 11.3 27.2 57.3 Volume/Cap: 0.93 0.70 0.70 0.70 0.93 0.93 0.76 0.93 0.93 0.93 0.76 0.25 Delay/Veh: 113.8 36.8 36.8 64.7 37.7 37.7 76.3 73.0 73.0 114.7 68.4 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 113.8 36.8 36.8 64.7 37.7 37.7 76.3 73.0 73.0 114.7 68.4 36.4 LOS by Move: F D+ D+ E D+ D+ E- E E F E D+ HCM2k95thQ: 14 39 39 20 67 67 18 37 37 13 21 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 81 2682*** 120 Lanes: 0 1 4 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 165 12 0 1 24 Loss Time (sec): 9 0 0 15*** 11 Critical V/C: 0.579 0 7 0 � Avg Crit Del (sec/veh): 6.8 � 1 27 0 Avg Delay (sec/veh): 9.4 0 12 LOS: A t Lanes: 1 0 2 1 0 Final Vol: 40*** 1927 43 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 40 1458 43 120 1977 81 12 15 27 12 7 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 1458 43 120 1977 81 12 15 27 12 7 24 Added Vol: 0 405 0 0 667 0 0 0 0 0 0 0 PasserByVol: 0 64 0 0 38 0 0 0 0 0 0 0 Initial Fut: 40 1927 43 120 2682 81 12 15 27 12 7 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 1927 43 120 2682 81 12 15 27 12 7 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 1927 43 120 2682 81 12 15 27 12 7 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 1927 43 120 2682 81 12 15 27 12 7 24 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.93 0.07 1.00 2.91 0.09 0.22 0.28 0.50 0.63 0.37 1.00 Final Sat.: 1750 5478 122 1750 5436 164 389 486 875 1137 663 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.35 0.35 0.07 0.49 0.49 0.03 0.03 0.03 0.01 0.01 0.01 Crit Moves: **** **** **** Green Time: 7.0 122 122.2 23.8 139 139.0 10.0 10.0 10.0 10.0 10.0 33.8 Volume/Cap: 0.54 0.48 0.48 0.48 0.59 0.59 0.51 0.51 0.51 0.17 0.17 0.07 Delay/Veh: 85.1 8.7 8.7 66.3 4.2 4.2 79.2 79.2 79.2 74.3 74.3 53.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 85.1 8.7 8.7 66.3 4.2 4.2 79.2 79.2 79.2 74.3 74.3 53.0 LOS by Move: F A A E A A E- E- E- E E D- HCM2k95thQ: 4 24 24 ll 25 25 7 7 7 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 81 2736"* 120 Lanes: 0 1 4 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 165 12 0 1 24 Loss Time (sec): 9 0 0 15... 11 Critical V/C: 0.589 0 7 0 � Avg Crit Del (sec/veh): 6.8 � 1 27 0 Avg Delay (sec/veh): 9.4 0 12 LOS: A t Lanes: 1 0 2 1 0 Final Vol: 40- 2000 43 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 40 1458 43 120 1977 81 12 15 27 12 7 24 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 40 1458 43 120 1977 81 12 15 27 12 7 24 Added Vol: 0 478 0 0 721 0 0 0 0 0 0 0 PasserByVol: 0 64 0 0 38 0 0 0 0 0 0 0 Initial Fut: 40 2000 43 120 2736 81 12 15 27 12 7 24 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 2000 43 120 2736 81 12 15 27 12 7 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 2000 43 120 2736 81 12 15 27 12 7 24 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 40 2000 43 120 2736 81 12 15 27 12 7 24 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.93 0.07 1.00 2.91 0.09 0.22 0.28 0.50 0.63 0.37 1.00 Final Sat.: 1750 5482 118 1750 5439 161 389 486 875 1137 663 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.36 0.36 0.07 0.50 0.50 0.03 0.03 0.03 0.01 0.01 0.01 Crit Moves: **** **** **** Green Time: 7.0 123 122.9 23.1 139 139.0 10.0 10.0 10.0 10.0 10.0 33.1 Volume/Cap: 0.54 0.49 0.49 0.49 0.60 0.60 0.51 0.51 0.51 0.17 0.17 0.07 Delay/Veh: 85.1 8.5 8.5 67.1 4.3 4.3 79.2 79.2 79.2 74.3 74.3 53.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 85.1 8.5 8.5 67.1 4.3 4.3 79.2 79.2 79.2 74.3 74.3 53.5 LOS by Move: F A A E A A E- E- E- E E D- HCM2k95thQ: 4 24 24 ll 25 25 7 7 7 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 202 2511*** 164 Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 175 64 0 1 45 Loss Time (sec): 9 1 0 90*** 0 Critical V/C: 0.693 0 50 0 � Avg Crit Del (sec/veh): 22.6 � 1 42 1 Avg Delay (sec/veh): 23.0 0 36 LOS: C+ t Lanes: 1 0 2 1 0 Final Vol: 152*** 1865 100 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 152 1394 100 164 1805 202 64 90 42 36 50 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1394 100 164 1805 202 64 90 42 36 50 45 Added Vol: 0 405 0 0 667 0 0 0 0 0 0 0 PasserByVol: 0 66 0 0 39 0 0 0 0 0 0 0 Initial Fut: 152 1865 100 164 2511 202 64 90 42 36 50 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 1865 100 164 2511 202 64 90 42 36 50 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 1865 100 164 2511 202 64 90 42 36 50 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 1865 100 164 2511 202 64 90 42 36 50 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.84 0.16 1.00 2.77 0.23 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5315 285 1750 5182 417 748 1052 1750 753 1047 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.35 0.35 0.09 0.48 0.48 0.09 0.09 0.02 0.05 0.05 0.03 Crit Moves: **** **** **** Green Time: 21.9 114 113.9 30.4 122 122.4 21.6 21.6 43.6 21.6 21.6 52.1 Volume/Cap: 0.69 0.54 0.54 0.54 0.69 0.69 0.69 0.69 0.10 0.39 0.39 0.09 Delay/Veh: 82.4 16.6 16.6 67.8 15.9 15.9 82.5 82.5 50.7 71.7 71.7 44.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.4 16.6 16.6 67.8 15.9 15.9 82.5 82.5 50.7 71.7 71.7 44.4 LOS by Move: F B B E B B F F D E E D HCM2k95thQ: 16 31 31 16 46 46 18 18 4 9 9 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Page 2-14 1 -4- *:- 0 90*** 0 Critical V/C: 0.703 0 50 0 � Avg Crit Del (sec/veh): 22.6 � 1 42 1 Avg Delay (sec/veh): 22.8 0 36 LOS: C+ t Lanes: 1 0 2 1 0 Final Vol: 152*** 1938 100 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 152 1394 100 164 1805 202 64 90 42 36 50 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1394 100 164 1805 202 64 90 42 36 50 45 Added Vol: 0 478 0 0 721 0 0 0 0 0 0 0 PasserByVol: 0 66 0 0 39 0 0 0 0 0 0 0 Initial Fut: 152 1938 100 164 2565 202 64 90 42 36 50 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 1938 100 164 2565 202 64 90 42 36 50 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 1938 100 164 2565 202 64 90 42 36 50 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 1938 100 164 2565 202 64 90 42 36 50 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.85 0.15 1.00 2.77 0.23 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5325 275 1750 5191 409 748 1052 1750 753 1047 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.36 0.36 0.09 0.49 0.49 0.09 0.09 0.02 0.05 0.05 0.03 Crit Moves: **** **** **** Green Time: 21.6 115 115.1 29.6 123 123.1 21.3 21.3 42.9 21.3 21.3 50.9 Volume/Cap: 0.70 0.55 0.55 0.55 0.70 0.70 0.70 0.70 0.10 0.39 0.39 0.09 Delay/Veh: 83.6 16.3 16.3 68.9 15.8 15.8 83.6 83.6 51.2 72.0 72.0 45.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 83.6 16.3 16.3 68.9 15.8 15.8 83.6 83.6 51.2 72.0 72.0 45.2 LOS by Move: F B B E B B F F D- E E D HCM2k95thQ: 16 32 32 16 47 47 18 18 4 9 9 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 202 2565*** 164 Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 175 64 0 1 45 Loss Time (sec): 9 1 -4- *:- 0 90*** 0 Critical V/C: 0.703 0 50 0 � Avg Crit Del (sec/veh): 22.6 � 1 42 1 Avg Delay (sec/veh): 22.8 0 36 LOS: C+ t Lanes: 1 0 2 1 0 Final Vol: 152*** 1938 100 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 152 1394 100 164 1805 202 64 90 42 36 50 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1394 100 164 1805 202 64 90 42 36 50 45 Added Vol: 0 478 0 0 721 0 0 0 0 0 0 0 PasserByVol: 0 66 0 0 39 0 0 0 0 0 0 0 Initial Fut: 152 1938 100 164 2565 202 64 90 42 36 50 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 1938 100 164 2565 202 64 90 42 36 50 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 1938 100 164 2565 202 64 90 42 36 50 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 1938 100 164 2565 202 64 90 42 36 50 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.85 0.15 1.00 2.77 0.23 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5325 275 1750 5191 409 748 1052 1750 753 1047 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.36 0.36 0.09 0.49 0.49 0.09 0.09 0.02 0.05 0.05 0.03 Crit Moves: **** **** **** Green Time: 21.6 115 115.1 29.6 123 123.1 21.3 21.3 42.9 21.3 21.3 50.9 Volume/Cap: 0.70 0.55 0.55 0.55 0.70 0.70 0.70 0.70 0.10 0.39 0.39 0.09 Delay/Veh: 83.6 16.3 16.3 68.9 15.8 15.8 83.6 83.6 51.2 72.0 72.0 45.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 83.6 16.3 16.3 68.9 15.8 15.8 83.6 83.6 51.2 72.0 72.0 45.2 LOS by Move: F B B E B B F F D- E E D HCM2k95thQ: 16 32 32 16 47 47 18 18 4 9 9 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-15 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 212 2 1 0 3 0 0 861*** 2 n/a 0 Cycle Time (sec): 344 1 Signal=Protect/Ri ghts=l ncl ude 165 2056*** 406 1 0 3 0 2 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.957 Avg Crit Del (sec/veh): 56.2 Avg Delay (sec/veh): 48.3 LOS: D -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 508*** 1571 651 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 237 1 1 616 0 2 399*** Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 507 1193 635 349 1434 138 191 790 343 326 510 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 507 1193 635 349 1434 138 191 790 343 326 510 165 Added Vol: 1 347 15 46 594 27 21 47 1 41 46 37 PasserByVol: 0 31 1 11 28 0 0 24 0 32 60 35 Initial Fut: 508 1571 651 406 2056 165 212 861 344 399 616 237 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 508 1571 651 406 2056 165 212 861 344 399 616 237 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 508 1571 651 406 2056 165 212 861 344 399 616 237 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 508 1571 651 406 2056 165 212 861 344 399 616 237 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.43 0.57 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2671 1028 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.28 0.37 0.13 0.36 0.09 0.07 0.23 0.20 0.13 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 23.6 56.7 56.7 19.6 52.8 52.8 11.7 33.1 33.1 18.5 40.0 40.0 Volume/Cap: 0.96 0.68 0.92 0.92 0.96 0.25 0.81 0.96 0.83 0.96 0.81 0.81 Delay/Veh: 78.4 19.5 38.6 77.0 36.5 18.1 79.7 73.0 64.0 93.5 51.1 51.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.4 19.5 38.6 77.0 36.5 18.1 79.7 73.0 64.0 93.5 51.1 51.1 LOS by Move: E- B- D+ E- D+ B- E- E E F D- D- HCM2k95thQ: 30 25 48 20 48 6 11 35 27 22 29 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-16 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 212 2 1 0 3 0 0 881*** 2 n/a 0 Cycle Time (sec): 363 1 Signal=Protect/Ri ghts=l ncl ude 165 2080*** 435 1 0 3 0 2 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.976 Avg Crit Del (sec/veh): 60.4 Avg Delay (sec/veh): 51.6 LOS: D- -4) *t t Lanes: 2 0 3 0 1 Final Vol: 533*** 1609 651 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 272 1 1 641 0 2 399*** Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 507 1193 635 349 1434 138 191 790 343 326 510 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 507 1193 635 349 1434 138 191 790 343 326 510 165 Added Vol: 26 385 15 75 618 27 21 67 20 41 71 72 PasserByVol: 0 31 1 11 28 0 0 24 0 32 60 35 Initial Fut: 533 1609 651 435 2080 165 212 881 363 399 641 272 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 533 1609 651 435 2080 165 212 881 363 399 641 272 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 533 1609 651 435 2080 165 212 881 363 399 641 272 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 533 1609 651 435 2080 165 212 881 363 399 641 272 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.39 0.61 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2597 1102 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.28 0.37 0.14 0.36 0.09 0.07 0.23 0.21 0.13 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 24.3 55.9 55.9 20.7 52.3 52.3 11.0 33.2 33.2 18.2 40.4 40.4 Volume/Cap: 0.98 0.71 0.93 0.93 0.98 0.25 0.86 0.98 0.87 0.98 0.86 0.86 Delay/Veh: 81.9 20.7 41.8 77.8 40.3 18.5 87.8 77.2 69.5 98.8 54.0 54.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 81.9 20.7 41.8 77.8 40.3 18.5 87.8 77.2 69.5 98.8 54.0 54.0 LOS by Move: F C+ D E- D B- F E- E F D- D- HCM2k95thQ: 31 27 50 22 50 7 12 37 29 22 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-17 0 -0�- 0 0 0 Critical V/C: 0.932 1! 0 0 � Avg Crit Del (sec/veh): 44.7 � 0 0 0 Avg Delay (sec/veh): 32.1 1 627 LOS: C- t Lanes: 2 0 3 0 0 Final Vol: 779*** 1818 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 0 183 0 0 633 4 0 0 0 -3 0 180 PasserByVol: 17 19 0 0 22 38 0 0 0 5 0 13 Initial Fut: 779 1818 0 0 2500 376 0 0 0 627 0 885 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 779 1818 0 0 2500 376 0 0 0 627 0 885 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 779 1818 0 0 2500 376 0 0 0 627 0 885 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 779 1818 0 0 2500 376 0 0 0 627 0 885 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.32 0.68 0.00 0.00 0.00 1.41 0.00 1.59 Final Sat.: 3150 5700 0 0 8169 1229 0 0 0 2476 0 2774 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.32 0.00 0.00 0.31 0.31 0.00 0.00 0.00 0.25 0.00 0.32 Crit Moves: **** **** **** Green Time: 37.1 83.1 0.0 0.0 46.0 46.0 0.0 0.0 0.0 47.9 0.0 47.9 Volume/Cap: 0.93 0.54 0.00 0.00 0.93 0.93 0.00 0.00 0.00 0.74 0.00 0.93 Delay/Veh: 55.1 0.6 0.0 0.0 36.7 36.7 0.0 0.0 0.0 42.0 0.0 54.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.1 0.6 0.0 0.0 36.7 36.7 0.0 0.0 0.0 42.0 0.0 54.7 LOS by Move: E+ A A A D+ D+ A A A D A D- HCM2k95thQ: 35 3 0 0 44 44 0 0 0 33 0 47 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 376 2500*** 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 885*** Loss Time (sec): 9 0 -0�- 0 0 0 Critical V/C: 0.932 1! 0 0 � Avg Crit Del (sec/veh): 44.7 � 0 0 0 Avg Delay (sec/veh): 32.1 1 627 LOS: C- t Lanes: 2 0 3 0 0 Final Vol: 779*** 1818 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 0 183 0 0 633 4 0 0 0 -3 0 180 PasserByVol: 17 19 0 0 22 38 0 0 0 5 0 13 Initial Fut: 779 1818 0 0 2500 376 0 0 0 627 0 885 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 779 1818 0 0 2500 376 0 0 0 627 0 885 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 779 1818 0 0 2500 376 0 0 0 627 0 885 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 779 1818 0 0 2500 376 0 0 0 627 0 885 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.32 0.68 0.00 0.00 0.00 1.41 0.00 1.59 Final Sat.: 3150 5700 0 0 8169 1229 0 0 0 2476 0 2774 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.32 0.00 0.00 0.31 0.31 0.00 0.00 0.00 0.25 0.00 0.32 Crit Moves: **** **** **** Green Time: 37.1 83.1 0.0 0.0 46.0 46.0 0.0 0.0 0.0 47.9 0.0 47.9 Volume/Cap: 0.93 0.54 0.00 0.00 0.93 0.93 0.00 0.00 0.00 0.74 0.00 0.93 Delay/Veh: 55.1 0.6 0.0 0.0 36.7 36.7 0.0 0.0 0.0 42.0 0.0 54.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.1 0.6 0.0 0.0 36.7 36.7 0.0 0.0 0.0 42.0 0.0 54.7 LOS by Move: E+ A A A D+ D+ A A A D A D- HCM2k95thQ: 35 3 0 0 44 44 0 0 0 33 0 47 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-18 0 -0�- 0 0 0 Critical V/C: 0.966 1! 0 0 Avg Crit Del (sec/veh): 50.1 0 0 0 Avg Delay (sec/veh): 35.5 1 627 LOS: D+ t Lanes: 2 0 3 0 0 Final Vol: 858*** 1875 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 79 240 0 0 676 4 0 0 0 -3 0 186 PasserByVol: 17 19 0 0 22 38 0 0 0 5 0 13 Initial Fut: 858 1875 0 0 2543 376 0 0 0 627 0 891 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 858 1875 0 0 2543 376 0 0 0 627 0 891 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 858 1875 0 0 2543 376 0 0 0 627 0 891 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 858 1875 0 0 2543 376 0 0 0 627 0 891 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.33 0.67 0.00 0.00 0.00 1.41 0.00 1.59 Final Sat.: 3150 5700 0 0 8187 1210 0 0 0 2473 0 2777 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.27 0.33 0.00 0.00 0.31 0.31 0.00 0.00 0.00 0.25 0.00 0.32 Crit Moves: **** **** **** Green Time: 39.5 84.5 0.0 0.0 45.0 45.0 0.0 0.0 0.0 46.5 0.0 46.5 Volume/Cap: 0.97 0.55 0.00 0.00 0.97 0.97 0.00 0.00 0.00 0.76 0.00 0.97 Delay/Veh: 58.8 0.2 0.0 0.0 41.7 41.7 0.0 0.0 0.0 43.6 0.0 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 58.8 0.2 0.0 0.0 41.7 41.7 0.0 0.0 0.0 43.6 0.0 61.3 LOS by Move: E+ A A A D D A A A D A E HCM2k95thQ: 39 2 0 0 48 48 0 0 0 33 0 50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 376 2543*** 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 891... Loss Time (sec): 9 0 -0�- 0 0 0 Critical V/C: 0.966 1! 0 0 Avg Crit Del (sec/veh): 50.1 0 0 0 Avg Delay (sec/veh): 35.5 1 627 LOS: D+ t Lanes: 2 0 3 0 0 Final Vol: 858*** 1875 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 79 240 0 0 676 4 0 0 0 -3 0 186 PasserByVol: 17 19 0 0 22 38 0 0 0 5 0 13 Initial Fut: 858 1875 0 0 2543 376 0 0 0 627 0 891 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 858 1875 0 0 2543 376 0 0 0 627 0 891 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 858 1875 0 0 2543 376 0 0 0 627 0 891 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 858 1875 0 0 2543 376 0 0 0 627 0 891 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.33 0.67 0.00 0.00 0.00 1.41 0.00 1.59 Final Sat.: 3150 5700 0 0 8187 1210 0 0 0 2473 0 2777 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.27 0.33 0.00 0.00 0.31 0.31 0.00 0.00 0.00 0.25 0.00 0.32 Crit Moves: **** **** **** Green Time: 39.5 84.5 0.0 0.0 45.0 45.0 0.0 0.0 0.0 46.5 0.0 46.5 Volume/Cap: 0.97 0.55 0.00 0.00 0.97 0.97 0.00 0.00 0.00 0.76 0.00 0.97 Delay/Veh: 58.8 0.2 0.0 0.0 41.7 41.7 0.0 0.0 0.0 43.6 0.0 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 58.8 0.2 0.0 0.0 41.7 41.7 0.0 0.0 0.0 43.6 0.0 61.3 LOS by Move: E+ A A A D D A A A D A E HCM2k95thQ: 39 2 0 0 48 48 0 0 0 33 0 50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-19 0 0 26*"* 1! Critical V/C: 0.840 0 0 0 � Avg Crit Del (sec/veh): 45.2 � 0 524 1 Avg Delay (sec/veh): 20.9 0 0 LOS: C+ Lanes: 0 0 5 0 1 Final Vol: 0 2130 516`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 177 -5 241 388 0 6 0 0 0 0 0 PasserByVol: 0 24 2 10 17 0 12 0 17 0 0 0 Initial Fut: 0 2130 516 679 2507 0 387 26 524 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2130 516 679 2507 0 387 26 524 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2130 516 679 2507 0 387 26 524 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2130 516 679 2507 0 387 26 524 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.40 0.05 1.55 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2453 94 2702 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.29 0.22 0.44 0.00 0.16 0.28 0.19 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 49.2 49.2 35.9 85.1 0.0 45.9 45.9 45.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.64 0.84 0.84 0.72 0.00 0.48 0.84 0.59 0.00 0.00 0.00 Delay/Veh: 0.0 24.7 36.7 45.8 0.8 0.0 37.7 49.4 39.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 24.7 36.7 45.8 0.8 0.0 37.7 49.4 39.8 0.0 0.0 0.0 LOS by Move: A C D+ D A A D+ D D A A A HCM2k95thQ: 0 22 35 26 1 0 19 38 24 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 2507 679 - Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 387 1 0 0 Loss Time (sec): 9 0 0 26*"* 1! Critical V/C: 0.840 0 0 0 � Avg Crit Del (sec/veh): 45.2 � 0 524 1 Avg Delay (sec/veh): 20.9 0 0 LOS: C+ Lanes: 0 0 5 0 1 Final Vol: 0 2130 516`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 177 -5 241 388 0 6 0 0 0 0 0 PasserByVol: 0 24 2 10 17 0 12 0 17 0 0 0 Initial Fut: 0 2130 516 679 2507 0 387 26 524 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2130 516 679 2507 0 387 26 524 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2130 516 679 2507 0 387 26 524 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2130 516 679 2507 0 387 26 524 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.40 0.05 1.55 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2453 94 2702 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.29 0.22 0.44 0.00 0.16 0.28 0.19 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 49.2 49.2 35.9 85.1 0.0 45.9 45.9 45.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.64 0.84 0.84 0.72 0.00 0.48 0.84 0.59 0.00 0.00 0.00 Delay/Veh: 0.0 24.7 36.7 45.8 0.8 0.0 37.7 49.4 39.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 24.7 36.7 45.8 0.8 0.0 37.7 49.4 39.8 0.0 0.0 0.0 LOS by Move: A C D+ D A A D+ D D A A A HCM2k95thQ: 0 22 35 26 1 0 19 38 24 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-20 0 0 26*"* 1! Critical V/C: 0.855 0 0 0 � Avg Crit Del (sec/veh): 46.5 � 0 569 1 Avg Delay (sec/veh): 21.8 0 0 LOS: C+ Lanes: 0 0 5 0 1 Final Vol: 0 2266 516`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 313 -5 245 428 0 6 0 45 0 0 0 PasserByVol: 0 24 2 10 17 0 12 0 17 0 0 0 Initial Fut: 0 2266 516 683 2547 0 387 26 569 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2266 516 683 2547 0 387 26 569 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2266 516 683 2547 0 387 26 569 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2266 516 683 2547 0 387 26 569 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.38 0.05 1.57 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2422 90 2738 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.29 0.22 0.45 0.00 0.16 0.29 0.21 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 48.3 48.3 35.5 83.8 0.0 47.2 47.2 47.2 0.0 0.0 0.0 Volume/Cap: 0.00 0.69 0.85 0.85 0.75 0.00 0.47 0.85 0.62 0.00 0.00 0.00 Delay/Veh: 0.0 26.2 39.1 47.4 1.0 0.0 36.8 49.7 39.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 26.2 39.1 47.4 1.0 0.0 36.8 49.7 39.6 0.0 0.0 0.0 LOS by Move: A C D D A A D+ D D A A A HCM2k95thQ: 0 25 36 26 2 0 19 40 25 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 2547 683 - Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 387 1 0 0 Loss Time (sec): 9 0 0 26*"* 1! Critical V/C: 0.855 0 0 0 � Avg Crit Del (sec/veh): 46.5 � 0 569 1 Avg Delay (sec/veh): 21.8 0 0 LOS: C+ Lanes: 0 0 5 0 1 Final Vol: 0 2266 516`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 313 -5 245 428 0 6 0 45 0 0 0 PasserByVol: 0 24 2 10 17 0 12 0 17 0 0 0 Initial Fut: 0 2266 516 683 2547 0 387 26 569 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2266 516 683 2547 0 387 26 569 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2266 516 683 2547 0 387 26 569 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2266 516 683 2547 0 387 26 569 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.38 0.05 1.57 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2422 90 2738 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.29 0.22 0.45 0.00 0.16 0.29 0.21 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 48.3 48.3 35.5 83.8 0.0 47.2 47.2 47.2 0.0 0.0 0.0 Volume/Cap: 0.00 0.69 0.85 0.85 0.75 0.00 0.47 0.85 0.62 0.00 0.00 0.00 Delay/Veh: 0.0 26.2 39.1 47.4 1.0 0.0 36.8 49.7 39.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 26.2 39.1 47.4 1.0 0.0 36.8 49.7 39.6 0.0 0.0 0.0 LOS by Move: A C D D A A D+ D D A A A HCM2k95thQ: 0 25 36 26 2 0 19 40 25 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-21 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 187 2 0 1 3 0 0 1016*** 2 n/a 0 Cycle Time (sec): 361 1 Signal=Protect/Ri ghts=l ncl ude 366 2107*** 651 0 1 3 0 2 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.922 Avg Crit Del (sec/veh): 48.5 Avg Delay (sec/veh): 46.2 LOS: D -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 422*** 872 252 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 1 302 0 2 706 0 2 353*** Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 430 729 218 560 1787 350 189 942 374 275 618 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 430 729 218 560 1787 350 189 942 374 275 618 246 Added Vol: -8 139 5 62 310 16 -2 69 -13 14 63 35 PasserByVol: 0 4 29 29 10 0 0 5 0 64 25 21 Initial Fut: 422 872 252 651 2107 366 187 1016 361 353 706 302 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 422 872 252 651 2107 366 187 1016 361 353 706 302 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 422 872 252 651 2107 366 187 1016 361 353 706 302 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 422 872 252 651 2107 366 187 1016 361 353 706 302 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.38 0.62 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 6388 1110 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.15 0.14 0.21 0.33 0.33 0.06 0.27 0.21 0.11 0.19 0.17 Crit Moves: **** **** **** **** Green Time: 20.3 29.9 29.9 40.5 50.1 50.1 13.9 40.6 40.6 17.0 43.6 43.6 Volume/Cap: 0.92 0.72 0.67 0.72 0.92 0.92 0.60 0.92 0.71 0.92 0.60 0.55 Delay/Veh: 76.5 43.9 46.1 35.3 33.1 33.1 63.4 60.7 49.2 88.2 41.6 41.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.5 43.9 46.1 35.3 33.1 33.1 63.4 60.7 49.2 88.2 41.6 41.3 LOS by Move: E- D D D+ C- C- E E D F D D HCM2k95thQ: 22 20 18 24 44 44 9 36 24 19 21 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-22 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 187 2 0 1 3 0 0 1150*** 2 n/a 0 Cycle Time (sec): 361 1 Signal=Protect/Ri ghts=l ncl ude 366 2107*** 736 0 1 3 0 2 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 1.032 Avg Crit Del (sec/veh): 76.2 Avg Delay (sec/veh): 64.5 LOS: E -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 422*** 872 339 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 1 438 0 2 895 0 2 559*** Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 430 729 218 560 1787 350 189 942 374 275 618 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 430 729 218 560 1787 350 189 942 374 275 618 246 Added Vol: -8 139 92 147 310 16 -2 203 -13 220 252 171 PasserByVol: 0 4 29 29 10 0 0 5 0 64 25 21 Initial Fut: 422 872 339 736 2107 366 187 1150 361 559 895 438 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 422 872 339 736 2107 366 187 1150 361 559 895 438 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 422 872 339 736 2107 366 187 1150 361 559 895 438 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 422 872 339 736 2107 366 187 1150 361 559 895 438 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.38 0.62 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 6388 1110 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.15 0.19 0.23 0.33 0.33 0.06 0.30 0.21 0.18 0.24 0.25 Crit Moves: **** **** **** **** Green Time: 18.2 28.5 28.5 34.4 44.7 44.7 12.5 41.0 41.0 24.1 52.6 52.6 Volume/Cap: 1.03 0.75 0.95 0.95 1.03 1.03 0.67 1.03 0.70 1.03 0.63 0.67 Delay/Veh: 108.0 46.3 80.7 62.0 60.1 60.1 67.7 85.1 48.5 105.2 36.6 39.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 108.0 46.3 80.7 62.0 60.1 60.1 67.7 85.1 48.5 105.2 36.6 39.0 LOS by Move: F D F E E E E F D F D+ D+ HCM2k95thQ: 24 20 30 35 52 52 9 45 24 31 24 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-23 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Split Final Vol: Lanes: Rights=Include 126 1 0 1 3 0 1 122 0 n/a 0 Cycle Time (sec): 524*** 1 Signal=Protect/Ri ghts=l ncl ude 109 2415*** 82 0 1 3 0 1 Vol Cnt Date: n/a Signal=Split Rights=Include Cycle Time (sec): 155 Loss Time (sec): 12 Critical V/C: 1.019 Avg Crit Del (sec/veh): 85.8 Avg Delay (sec/veh): 71.4 LOS: E -4) *t t t Lanes: 1 0 2 1 0 Final Vol: 382*** 1076 64 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 43 1 0 112*** 0 2 214 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 137 0 0 312 0 0 0 0 0 0 0 PasserByVol: 0 26 0 3 66 6 2 0 0 0 0 1 Initial Fut: 382 1076 64 82 2415 109 126 122 524 214 112 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1076 64 82 2415 109 126 122 524 214 112 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1076 64 82 2415 109 126 122 524 214 112 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1076 64 82 2415 109 126 122 524 214 112 43 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.83 0.17 1.00 3.82 0.18 1.03 0.97 1.00 2.00 0.72 0.28 Final Sat.: 1750 5285 314 1750 7176 324 1803 1746 1750 3150 1301 499 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.20 0.20 0.05 0.34 0.34 0.07 0.07 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 33.2 68.6 68.6 15.8 51.2 51.2 45.5 45.5 45.5 13.1 13.1 13.1 Volume/Cap: 1.02 0.46 0.46 0.46 1.02 1.02 0.24 0.24 1.02 0.80 1.02 1.02 Delay/Veh: 112.4 30.4 30.4 67.5 75.0 75.0 41.7 41.7 99.4 85.8 149 149.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 112.4 30.4 30.4 67.5 75.0 75.0 41.7 41.7 99.4 85.8 149 149.1 LOS by Move: F C C E E- E- D D F F F F HCM2k95thQ: 38 22 22 7 52 52 9 9 54 15 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-24 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Split Final Vol: Lanes: Rights=Include 126 1 0 1 3 0 1 122 0 n/a 0 Cycle Time (sec): 524*** 1 Signal=Protect/Ri ghts=l ncl ude 109 2620*** 82 0 1 3 0 1 Vol Cnt Date: n/a Signal=Split Rights=Include Cycle Time (sec): 155 Loss Time (sec): 12 Critical V/C: 1.049 Avg Crit Del (sec/veh): 93.5 Avg Delay (sec/veh): 76.5 LOS: E- -4) *t t Lanes: 1 0 2 1 0 Final Vol: 382*** 1163 64 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 43 1 0 112*** 0 2 214 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 224 0 0 517 0 0 0 0 0 0 0 PasserByVol: 0 26 0 3 66 6 2 0 0 0 0 1 Initial Fut: 382 1163 64 82 2620 109 126 122 524 214 112 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1163 64 82 2620 109 126 122 524 214 112 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1163 64 82 2620 109 126 122 524 214 112 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1163 64 82 2620 109 126 122 524 214 112 43 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.84 0.16 1.00 3.83 0.17 1.03 0.97 1.00 2.00 0.72 0.28 Final Sat.: 1750 5308 292 1750 7200 300 1803 1746 1750 3150 1301 499 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.22 0.05 0.36 0.36 0.07 0.07 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 32.3 70.9 70.9 15.2 53.8 53.8 44.2 44.2 44.2 12.7 12.7 12.7 Volume/Cap: 1.05 0.48 0.48 0.48 1.05 1.05 0.24 0.24 1.05 0.83 1.05 1.05 Delay/Veh: 121.9 29.4 29.4 68.3 82.8 82.8 42.7 42.7 109.1 89.4 159 158.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 121.9 29.4 29.4 68.3 82.8 82.8 42.7 42.7 109.1 89.4 159 158.8 LOS by Move: F C C E F F D D F F F F HCM2k95thQ: 39 23 23 7 55 55 9 9 55 15 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 155 2425 730*** Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 91*** 2 1 295*** Loss Time (sec): 12 0 0 106 0 Critical V/C: 0.704 1 126 1 Avg Crit Del (sec/veh): 36.1 0 45 0 Avg Delay (sec/veh): 24.6 1 226 LOS: C Lanes: 1 0 2 1 0 Final Vol: 100 948*** 252 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 100 796 249 702 2075 154 91 106 45 223 126 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 796 249 702 2075 154 91 106 45 223 126 284 Added Vol: 0 127 0 25 287 0 0 0 0 0 0 10 PasserByVol: 0 25 3 3 63 1 0 0 0 3 0 1 Initial Fut: 100 948 252 730 2425 155 91 106 45 226 126 295 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 948 252 730 2425 155 91 106 45 226 126 295 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 948 252 730 2425 155 91 106 45 226 126 295 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 948 252 730 2425 155 91 106 45 226 126 295 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.35 0.65 2.00 3.75 0.25 2.00 0.70 0.30 1.00 1.00 1.00 Final Sat.: 1750 4422 1176 3150 7049 451 3150 1264 536 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.21 0.21 0.23 0.34 0.34 0.03 0.08 0.08 0.13 0.07 0.17 Crit Moves **** **** **** **** Green Time: 12.5 42.2 42.2 45.6 75.3 75.3 7.0 15.8 15.8 24.4 33.2 33.2 Volume/Cap: 0.64 0.71 0.71 0.71 0.64 0.64 0.58 0.74 0.74 0.74 0.28 0.71 Delay/Veh: 66.1 32.4 32.4 30.4 5.5 5.5 70.3 73.8 73.8 64.3 44.0 54.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.1 32.4 32.4 30.4 5.5 5.5 70.3 73.8 73.8 64.3 44.0 54.7 LOS by Move: E C- C- C A A E E E E D D- HCM2k95thQ: 9 24 24 23 12 12 6 15 15 19 8 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 160 2624 732*** Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 93*** 2 1 295*** Loss Time (sec): 12 0 0 108 0 Critical V/C: 0.722 1 131 1 Avg Crit Del (sec/veh): 36.0 0 45 0 Avg Delay (sec/veh): 24.1 1 228 LOS: C Lanes: 1 0 2 1 0 Final Vol: 100 1032*** 253 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 100 796 249 702 2075 154 91 106 45 223 126 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 796 249 702 2075 154 91 106 45 223 126 284 Added Vol: 0 211 1 27 486 5 2 2 0 2 5 10 PasserByVol: 0 25 3 3 63 1 0 0 0 3 0 1 Initial Fut: 100 1032 253 732 2624 160 93 108 45 228 131 295 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 1032 253 732 2624 160 93 108 45 228 131 295 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 1032 253 732 2624 160 93 108 45 228 131 295 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 1032 253 732 2624 160 93 108 45 228 131 295 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.39 0.61 2.00 3.76 0.24 2.00 0.71 0.29 1.00 1.00 1.00 Final Sat.: 1750 4496 1102 3150 7068 431 3150 1271 529 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.23 0.23 0.23 0.37 0.37 0.03 0.09 0.09 0.13 0.07 0.17 Crit Moves **** **** **** **** Green Time: 11.8 44.1 44.1 44.6 76.8 76.8 7.0 15.5 15.5 23.8 32.4 32.4 Volume/Cap: 0.68 0.73 0.73 0.73 0.68 0.68 0.59 0.77 0.77 0.77 0.30 0.73 Delay/Veh: 70.2 31.2 31.2 31.9 4.8 4.8 70.9 76.6 76.6 66.7 44.8 56.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.2 31.2 31.2 31.9 4.8 4.8 70.9 76.6 76.6 66.7 44.8 56.4 LOS by Move: E C C C A A E E- E- E D E+ HCM2k95thQ: 9 26 26 24 12 12 7 16 16 19 9 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-27 0 -0�- 0 0 0 Critical V/C: 0.858 1! 0 0 Avg Crit Del (sec/veh): 20.3 0 0 0 Avg Delay (sec/veh): 15.7 1 243 LOS: B t Lanes: 2 0 3 0 0 Final Vol: 352*** 961 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 89 0 0 173 114 0 0 0 0 0 39 PasserByVol: 0 9 0 0 61 0 0 0 0 0 0 12 Initial Fut: 352 961 0 0 2364 372 0 0 0 243 0 592 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 961 0 0 2364 372 0 0 0 243 0 592 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 961 0 0 2364 372 0 0 0 243 0 592 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 961 0 0 2364 372 0 0 0 243 0 592 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.58 0.42 0.00 0.00 0.00 1.30 0.00 1.70 Final Sat.: 3150 5700 0 0 4838 761 0 0 0 2270 0 3066 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.17 0.00 0.00 0.49 0.49 0.00 0.00 0.00 0.11 0.00 0.19 Crit Moves: **** **** **** Green Time: 15.6 84.0 0.0 0.0 68.4 68.4 0.0 0.0 0.0 27.0 0.0 27.0 Volume/Cap: 0.86 0.24 0.00 0.00 0.86 0.86 0.00 0.00 0.00 0.48 0.00 0.86 Delay/Veh: 62.3 0.0 0.0 0.0 5.1 5.1 0.0 0.0 0.0 40.6 0.0 52.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.3 0.0 0.0 0.0 5.1 5.1 0.0 0.0 0.0 40.6 0.0 52.3 LOS by Move: E A A A A A A A A D A D- HCM2k95thQ: 15 0 0 0 21 21 0 0 0 13 0 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 372 2364*** 0 Lanes: 0 1 2 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 1 592*** Loss Time (sec): 9 0 -0�- 0 0 0 Critical V/C: 0.858 1! 0 0 Avg Crit Del (sec/veh): 20.3 0 0 0 Avg Delay (sec/veh): 15.7 1 243 LOS: B t Lanes: 2 0 3 0 0 Final Vol: 352*** 961 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 89 0 0 173 114 0 0 0 0 0 39 PasserByVol: 0 9 0 0 61 0 0 0 0 0 0 12 Initial Fut: 352 961 0 0 2364 372 0 0 0 243 0 592 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 961 0 0 2364 372 0 0 0 243 0 592 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 961 0 0 2364 372 0 0 0 243 0 592 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 961 0 0 2364 372 0 0 0 243 0 592 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.58 0.42 0.00 0.00 0.00 1.30 0.00 1.70 Final Sat.: 3150 5700 0 0 4838 761 0 0 0 2270 0 3066 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.17 0.00 0.00 0.49 0.49 0.00 0.00 0.00 0.11 0.00 0.19 Crit Moves: **** **** **** Green Time: 15.6 84.0 0.0 0.0 68.4 68.4 0.0 0.0 0.0 27.0 0.0 27.0 Volume/Cap: 0.86 0.24 0.00 0.00 0.86 0.86 0.00 0.00 0.00 0.48 0.00 0.86 Delay/Veh: 62.3 0.0 0.0 0.0 5.1 5.1 0.0 0.0 0.0 40.6 0.0 52.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.3 0.0 0.0 0.0 5.1 5.1 0.0 0.0 0.0 40.6 0.0 52.3 LOS by Move: E A A A A A A A A D A D- HCM2k95thQ: 15 0 0 0 21 21 0 0 0 13 0 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-28 0 0 o 0 Critical V/C: 0.915 1! 0 0 Avg Crit Del (sec/veh): 23.5 0 0 0 Avg Delay (sec/veh): 18.2 1 243 LOS: 13- t* -t Lanes: 2 0 3 0 0 Final Vol: 352*** 986 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 114 0 0 374 114 0 0 0 0 0 98 PasserByVol: 0 9 0 0 61 0 0 0 0 0 0 12 Initial Fut: 352 986 0 0 2565 372 0 0 0 243 0 651 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 986 0 0 2565 372 0 0 0 243 0 651 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 986 0 0 2565 372 0 0 0 243 0 651 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 986 0 0 2565 372 0 0 0 243 0 651 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.61 0.39 0.00 0.00 0.00 1.28 0.00 1.72 Final Sat.: 3150 5700 0 0 4890 709 0 0 0 2235 0 3101 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.17 0.00 0.00 0.52 0.52 0.00 0.00 0.00 0.11 0.00 0.21 Crit Moves: **** **** **** Green Time: 14.7 83.5 0.0 0.0 68.8 68.8 0.0 0.0 0.0 27.5 0.0 27.5 Volume/Cap: 0.91 0.25 0.00 0.00 0.91 0.91 0.00 0.00 0.00 0.47 0.00 0.91 Delay/Veh: 73.1 0.0 0.0 0.0 7.0 7.0 0.0 0.0 0.0 40.2 0.0 57.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.1 0.0 0.0 0.0 7.0 7.0 0.0 0.0 0.0 40.2 0.0 57.9 LOS by Move: E A A A A A A A A D A E+ HCM2k95thQ: 16 0 0 0 28 28 0 0 0 13 0 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 372 2565*** 0 Lanes: 0 1 2 0 0 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 1 651 *** Loss Time (sec): 9 0 0 o 0 Critical V/C: 0.915 1! 0 0 Avg Crit Del (sec/veh): 23.5 0 0 0 Avg Delay (sec/veh): 18.2 1 243 LOS: 13- t* -t Lanes: 2 0 3 0 0 Final Vol: 352*** 986 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 114 0 0 374 114 0 0 0 0 0 98 PasserByVol: 0 9 0 0 61 0 0 0 0 0 0 12 Initial Fut: 352 986 0 0 2565 372 0 0 0 243 0 651 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 986 0 0 2565 372 0 0 0 243 0 651 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 986 0 0 2565 372 0 0 0 243 0 651 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 986 0 0 2565 372 0 0 0 243 0 651 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.61 0.39 0.00 0.00 0.00 1.28 0.00 1.72 Final Sat.: 3150 5700 0 0 4890 709 0 0 0 2235 0 3101 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.17 0.00 0.00 0.52 0.52 0.00 0.00 0.00 0.11 0.00 0.21 Crit Moves: **** **** **** Green Time: 14.7 83.5 0.0 0.0 68.8 68.8 0.0 0.0 0.0 27.5 0.0 27.5 Volume/Cap: 0.91 0.25 0.00 0.00 0.91 0.91 0.00 0.00 0.00 0.47 0.00 0.91 Delay/Veh: 73.1 0.0 0.0 0.0 7.0 7.0 0.0 0.0 0.0 40.2 0.0 57.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.1 0.0 0.0 0.0 7.0 7.0 0.0 0.0 0.0 40.2 0.0 57.9 LOS by Move: E A A A A A A A A D A E+ HCM2k95thQ: 16 0 0 0 28 28 0 0 0 13 0 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-29 0 0 0 1! Critical V/C: 0.641 0 0 0 � Avg Crit Del (sec/veh): 26.8 � 0 494*** 1 Avg Delay (sec/veh): 15.3 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 1138*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 89 0 -8 180 0 0 0 0 0 0 0 PasserByVol: 0 9 0 39 22 0 0 0 0 0 0 0 Initial Fut: 0 1138 186 636 1906 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1138 186 636 1906 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1138 186 636 1906 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1138 186 636 1906 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.56 0.44 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4812 787 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.20 0.33 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 44.3 44.3 37.8 82.1 0.0 28.9 0.0 28.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.64 0.64 0.64 0.49 0.00 0.27 0.00 0.64 0.00 0.00 0.00 Delay/Veh: 0.0 19.8 19.8 25.9 0.1 0.0 37.0 0.0 42.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 19.8 19.8 25.9 0.1 0.0 37.0 0.0 42.3 0.0 0.0 0.0 LOS by Move: A B- B- C A A D+ A D A A A HCM2k95thQ: 0 19 19 18 1 0 7 0 19 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 1906 636*** Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 137 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.641 0 0 0 � Avg Crit Del (sec/veh): 26.8 � 0 494*** 1 Avg Delay (sec/veh): 15.3 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 1138*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 89 0 -8 180 0 0 0 0 0 0 0 PasserByVol: 0 9 0 39 22 0 0 0 0 0 0 0 Initial Fut: 0 1138 186 636 1906 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1138 186 636 1906 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1138 186 636 1906 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1138 186 636 1906 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.56 0.44 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4812 787 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.20 0.33 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 44.3 44.3 37.8 82.1 0.0 28.9 0.0 28.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.64 0.64 0.64 0.49 0.00 0.27 0.00 0.64 0.00 0.00 0.00 Delay/Veh: 0.0 19.8 19.8 25.9 0.1 0.0 37.0 0.0 42.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 19.8 19.8 25.9 0.1 0.0 37.0 0.0 42.3 0.0 0.0 0.0 LOS by Move: A B- B- C A A D+ A D A A A HCM2k95thQ: 0 19 19 18 1 0 7 0 19 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-30 0 0 0 1! Critical V/C: 0.696 0 0 0 � Avg Crit Del (sec/veh): 28.0 � 0 494*** 1 Avg Delay (sec/veh): 16.2 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 1163*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 114 0 138 236 0 0 0 0 0 0 0 PasserByVol: 0 9 0 39 22 0 0 0 0 0 0 0 Initial Fut: 0 1163 186 782 1962 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1163 186 782 1962 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1163 186 782 1962 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1163 186 782 1962 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.57 0.43 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4827 772 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.25 0.34 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 41.6 41.6 42.8 84.4 0.0 26.6 0.0 26.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.70 0.70 0.70 0.49 0.00 0.29 0.00 0.70 0.00 0.00 0.00 Delay/Veh: 0.0 23.0 23.0 22.7 0.1 0.0 38.9 0.0 45.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 23.0 23.0 22.7 0.1 0.0 38.9 0.0 45.3 0.0 0.0 0.0 LOS by Move: A C+ C+ C+ A A D+ A D A A A HCM2k95thQ: 0 22 22 21 1 0 7 0 20 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 1962 782*** Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 137 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.696 0 0 0 � Avg Crit Del (sec/veh): 28.0 � 0 494*** 1 Avg Delay (sec/veh): 16.2 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 1163*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 114 0 138 236 0 0 0 0 0 0 0 PasserByVol: 0 9 0 39 22 0 0 0 0 0 0 0 Initial Fut: 0 1163 186 782 1962 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1163 186 782 1962 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1163 186 782 1962 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1163 186 782 1962 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.57 0.43 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4827 772 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.25 0.34 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 41.6 41.6 42.8 84.4 0.0 26.6 0.0 26.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.70 0.70 0.70 0.49 0.00 0.29 0.00 0.70 0.00 0.00 0.00 Delay/Veh: 0.0 23.0 23.0 22.7 0.1 0.0 38.9 0.0 45.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 23.0 23.0 22.7 0.1 0.0 38.9 0.0 45.3 0.0 0.0 0.0 LOS by Move: A C+ C+ C+ A A D+ A D A A A HCM2k95thQ: 0 22 22 21 1 0 7 0 20 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-31 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 133 1428*** 579 Lanes: 1 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 120 107 1 1 0 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.749 1 186 0 � Avg Crit Del (sec/veh): 28.6 � 0 0 1 Avg Delay (sec/veh): 27.7 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 644 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 89 0 0 180 0 0 0 0 0 0 0 PasserByVol: 0 9 0 0 22 0 0 0 0 0 0 0 Initial Fut: 156 644 224 579 1428 133 107 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 644 224 579 1428 133 107 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 644 224 579 1428 133 107 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 644 224 579 1428 133 107 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.17 0.13 0.18 0.38 0.08 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 14.3 35.7 35.7 38.7 60.2 60.2 16.7 16.7 0.0 16.8 16.8 0.0 Volume/Cap: 0.75 0.57 0.43 0.57 0.75 0.15 0.44 0.75 0.00 0.75 0.70 0.00 Delay/Veh: 60.5 26.3 24.9 23.8 9.6 5.4 47.6 54.3 0.0 56.6 57.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.5 26.3 24.9 23.8 9.6 5.4 47.6 54.3 0.0 56.6 57.1 0.0 LOS by Move: E C C C A A D D- A E+ E+ A HCM2k95thQ: 14 16 11 16 22 2 8 16 0 14 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-32 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.761 1 186 0 � Avg Crit Del (sec/veh): 28.5 � 0 0 1 Avg Delay (sec/veh): 27.5 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 663 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 108 0 0 220 16 6 0 0 0 0 0 PasserByVol: 0 9 0 0 22 0 0 0 0 0 0 0 Initial Fut: 156 663 224 579 1468 149 113 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 663 224 579 1468 149 113 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 663 224 579 1468 149 113 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 663 224 579 1468 149 113 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.17 0.13 0.18 0.39 0.09 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 14.1 36.5 36.5 38.5 60.9 60.9 16.5 16.5 0.0 16.6 16.6 0.0 Volume/Cap: 0.76 0.57 0.42 0.57 0.76 0.17 0.47 0.76 0.00 0.76 0.71 0.00 Delay/Veh: 62.1 25.6 24.1 24.1 9.2 5.1 48.1 55.0 0.0 57.5 58.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.1 25.6 24.1 24.1 9.2 5.1 48.1 55.0 0.0 57.5 58.1 0.0 LOS by Move: E C C C A A D D- A E+ E+ A HCM2k95thQ: 15 17 11 16 23 2 9 16 0 14 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 149 1468*** 579 Lanes: 1 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 120 113 1 1 0 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.761 1 186 0 � Avg Crit Del (sec/veh): 28.5 � 0 0 1 Avg Delay (sec/veh): 27.5 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 663 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 108 0 0 220 16 6 0 0 0 0 0 PasserByVol: 0 9 0 0 22 0 0 0 0 0 0 0 Initial Fut: 156 663 224 579 1468 149 113 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 663 224 579 1468 149 113 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 663 224 579 1468 149 113 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 663 224 579 1468 149 113 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.17 0.13 0.18 0.39 0.09 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 14.1 36.5 36.5 38.5 60.9 60.9 16.5 16.5 0.0 16.6 16.6 0.0 Volume/Cap: 0.76 0.57 0.42 0.57 0.76 0.17 0.47 0.76 0.00 0.76 0.71 0.00 Delay/Veh: 62.1 25.6 24.1 24.1 9.2 5.1 48.1 55.0 0.0 57.5 58.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.1 25.6 24.1 24.1 9.2 5.1 48.1 55.0 0.0 57.5 58.1 0.0 LOS by Move: E C C C A A D D- A E+ E+ A HCM2k95thQ: 15 17 11 16 23 2 9 16 0 14 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-33 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 45*** 0 0 Lanes: 1 0 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 96 1 0 35 Loss Time (sec): 12 0 1 1768*** 2 Critical V/C: 0.578 2 1245 1 7;11 Avg Crit Del (sec/veh): 22.7 0 109 0 Avg Delay (sec/veh): 22.1 1 109*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 102 0 165*** Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 102 0 165 0 0 45 96 1544 109 109 1023 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 0 165 0 0 45 96 1544 109 109 1023 35 Added Vol: 0 0 0 0 0 0 0 137 0 0 112 0 PasserByVol: 0 0 0 0 0 0 0 87 0 0 110 0 Initial Fut: 102 0 165 0 0 45 96 1768 109 109 1245 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 0 165 0 0 45 96 1768 109 109 1245 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 0 165 0 0 45 96 1768 109 109 1245 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 0 165 0 0 45 96 1768 109 109 1245 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.82 0.18 1.00 2.91 0.09 Final Sat.: 1750 0 1750 0 0 1750 1750 5274 325 1750 5447 153 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.09 0.00 0.00 0.03 0.05 0.34 0.34 0.06 0.23 0.23 Crit Moves **** **** **** **** Green Time: 17.8 0.0 17.8 0.0 0.0 10.0 15.8 63.4 63.4 11.8 59.4 59.4 Volume/Cap: 0.38 0.00 0.61 0.00 0.00 0.30 0.40 0.61 0.61 0.61 0.44 0.44 Delay/Veh: 44.5 0.0 49.3 0.0 0.0 50.3 46.4 17.8 17.8 55.3 17.6 17.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 44.5 0.0 49.3 0.0 0.0 50.3 46.4 17.8 17.8 55.3 17.6 17.6 LOS by Move: D A D A A D D B B E+ B B HCM2k95thQ: 7 0 13 0 0 4 6 25 25 8 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-34 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 45*** 0 0 Lanes: 1 0 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 96 1 0 35 Loss Time (sec): 12 0 1 2073*** 2 Critical V/C: 0.639 2 1775 1 7;11 Avg Crit Del (sec/veh): 22.4 0 109 0 Avg Delay (sec/veh): 21.2 1 109*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 102 0 165*** Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 102 0 165 0 0 45 96 1544 109 109 1023 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 0 165 0 0 45 96 1544 109 109 1023 35 Added Vol: 0 0 0 0 0 0 0 442 0 0 642 0 PasserByVol: 0 0 0 0 0 0 0 87 0 0 110 0 Initial Fut: 102 0 165 0 0 45 96 2073 109 109 1775 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 0 165 0 0 45 96 2073 109 109 1775 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 0 165 0 0 45 96 2073 109 109 1775 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 0 165 0 0 45 96 2073 109 109 1775 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.84 0.16 1.00 2.94 0.06 Final Sat.: 1750 0 1750 0 0 1750 1750 5320 280 1750 5492 108 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.09 0.00 0.00 0.03 0.05 0.39 0.39 0.06 0.32 0.32 Crit Moves **** **** **** **** Green Time: 16.1 0.0 16.1 0.0 0.0 10.0 12.2 66.3 66.3 10.6 64.8 64.8 Volume/Cap: 0.42 0.00 0.68 0.00 0.00 0.30 0.52 0.68 0.68 0.68 0.57 0.57 Delay/Veh: 46.4 0.0 54.3 0.0 0.0 50.3 51.2 17.4 17.4 61.4 16.5 16.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.4 0.0 54.3 0.0 0.0 50.3 51.2 17.4 17.4 61.4 16.5 16.5 LOS by Move: D A D- A A D D- B B E B B HCM2k95thQ: 8 0 14 0 0 4 6 29 29 8 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-35 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l nd u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 1241*** 1 Critical V/C: 0.827 1 967 1 Avg Crit Del (sec/veh): 32.6 0 340 0 Avg Delay (sec/veh): 25.5 1 359*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 195 0 217*** Signal=Spl it/Rights=l nd u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 195 0 207 0 0 0 0 1089 339 327 713 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 0 207 0 0 0 0 1089 339 327 713 0 Added Vol: 0 0 0 0 0 0 0 107 1 0 124 0 PasserByVol: 0 0 10 0 0 0 0 45 0 32 130 0 Initial Fut: 195 0 217 0 0 0 0 1241 340 359 967 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 0 217 0 0 0 0 1241 340 359 967 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 0 217 0 0 0 0 1241 340 359 967 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 0 217 0 0 0 0 1241 340 359 967 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.56 0.44 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2904 796 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.12 0.00 0.00 0.00 0.00 0.43 0.43 0.21 0.26 0.00 Crit Moves: **** **** **** Green Time: 15.7 0.0 15.7 0.0 0.0 0.0 0.0 54.2 54.2 26.0 80.3 0.0 Volume/Cap: 0.74 0.00 0.83 0.00 0.00 0.00 0.00 0.83 0.83 0.83 0.34 0.00 Delay/Veh: 53.6 0.0 62.4 0.0 0.0 0.0 0.0 24.6 24.6 49.8 4.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.6 0.0 62.4 0.0 0.0 0.0 0.0 24.6 24.6 49.8 4.0 0.0 LOS by Move: D- A E A A A A C C D A A HCM2k95thQ: 15 0 18 0 0 0 0 39 39 22 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l ncl u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 1278*** 1 Critical V/C: 0.842 1 1012 1 Avg Crit Del (sec/veh): 33.2 0 352 0 Avg Delay (sec/veh): 26.3 1 359*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 210 0 217*** Signal=Spl it/Rights=l nd u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 195 0 207 0 0 0 0 1089 339 327 713 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 0 207 0 0 0 0 1089 339 327 713 0 Added Vol: 15 0 0 0 0 0 0 144 13 0 169 0 PasserByVol: 0 0 10 0 0 0 0 45 0 32 130 0 Initial Fut: 210 0 217 0 0 0 0 1278 352 359 1012 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 210 0 217 0 0 0 0 1278 352 359 1012 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 0 217 0 0 0 0 1278 352 359 1012 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 210 0 217 0 0 0 0 1278 352 359 1012 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.56 0.44 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2900 799 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.00 0.12 0.00 0.00 0.00 0.00 0.44 0.44 0.21 0.27 0.00 Crit Moves: **** **** **** Green Time: 15.5 0.0 15.5 0.0 0.0 0.0 0.0 55.0 55.0 25.6 80.5 0.0 Volume/Cap: 0.81 0.00 0.84 0.00 0.00 0.00 0.00 0.84 0.84 0.84 0.36 0.00 Delay/Veh: 61.2 0.0 64.9 0.0 0.0 0.0 0.0 24.8 24.8 51.8 4.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.2 0.0 64.9 0.0 0.0 0.0 0.0 24.8 24.8 51.8 4.0 0.0 LOS by Move: E A E A A A A C C D- A A HCM2k95thQ: 18 0 18 0 0 0 0 40 40 22 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 83 243 134*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 165 1 0 71 Loss Time (sec): 12 0 1 1814*** 2 Critical V/C: 0.762 2 1198 1 Avg Crit Del (sec/veh): 33.8 0 101 0 Avg Delay (sec/veh): 33.2 1 181*** LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 159 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 0 1 0 0 0 137 0 0 112 0 PasserByVol: 0 0 0 0 0 0 0 86 0 0 109 0 Initial Fut: 73 123 159 134 243 83 165 1814 101 181 1198 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 159 134 243 83 165 1814 101 181 1198 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 159 134 243 83 165 1814 101 181 1198 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 159 134 243 83 165 1814 101 181 1198 71 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.44 0.56 1.00 0.75 0.25 1.00 2.84 0.16 1.00 2.83 0.17 Final Sat.: 1750 785 1015 1750 1342 458 1750 5304 295 1750 5286 313 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.34 0.34 0.10 0.23 0.23 Crit Moves **** **** **** **** Green Time: 8.8 22.6 22.6 11.1 24.9 24.9 18.9 49.4 49.4 14.9 45.4 45.4 Volume/Cap: 0.52 0.76 0.76 0.76 0.80 0.80 0.55 0.76 0.76 0.76 0.55 0.55 Delay/Veh: 52.2 50.1 50.1 65.8 50.9 50.9 43.8 26.8 26.8 59.3 24.8 24.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.2 50.1 50.1 65.8 50.9 50.9 43.8 26.8 26.8 59.3 24.8 24.8 LOS by Move: D- D D E D D D C C E+ C C HCM2k95thQ: 5 18 18 13 23 23 10 31 31 13 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-38 0 1 2119*** 2 Critical V/C: 0.840 2 1728 1 Avg Crit Del (sec/veh): 36.6 0 101 0 Avg Delay (sec/veh): 34.3 1 192*** LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 4 13 0 0 0 442 0 11 642 15 PasserByVol: 0 0 0 0 0 0 0 86 0 0 109 0 Initial Fut: 73 123 163 146 243 83 165 2119 101 192 1728 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 163 146 243 83 165 2119 101 192 1728 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 163 146 243 83 165 2119 101 192 1728 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 163 146 243 83 165 2119 101 192 1728 86 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.43 0.57 1.00 0.75 0.25 1.00 2.86 0.14 1.00 2.85 0.15 Final Sat.: 1750 774 1026 1750 1342 458 1750 5345 255 1750 5334 265 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.40 0.40 0.11 0.32 0.32 Crit Moves **** **** **** **** Green Time: 8.2 20.8 20.8 10.9 23.5 23.5 14.9 51.9 51.9 14.4 51.3 51.3 Volume/Cap: 0.56 0.84 0.84 0.84 0.85 0.85 0.69 0.84 0.84 0.84 0.69 0.69 Delay/Veh: 54.3 59.8 59.8 77.6 57.6 57.6 53.9 28.0 28.0 70.0 24.0 24.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.3 59.8 59.8 77.6 57.6 57.6 53.9 28.0 28.0 70.0 24.0 24.0 LOS by Move: D- E+ E+ E- E+ E+ D- C C E C C HCM2k95thQ: 5 20 20 15 25 25 11 38 38 14 28 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 83 243 146*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 165 1 0 86 Loss Time (sec): 12 0 1 2119*** 2 Critical V/C: 0.840 2 1728 1 Avg Crit Del (sec/veh): 36.6 0 101 0 Avg Delay (sec/veh): 34.3 1 192*** LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 4 13 0 0 0 442 0 11 642 15 PasserByVol: 0 0 0 0 0 0 0 86 0 0 109 0 Initial Fut: 73 123 163 146 243 83 165 2119 101 192 1728 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 163 146 243 83 165 2119 101 192 1728 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 163 146 243 83 165 2119 101 192 1728 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 163 146 243 83 165 2119 101 192 1728 86 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.43 0.57 1.00 0.75 0.25 1.00 2.86 0.14 1.00 2.85 0.15 Final Sat.: 1750 774 1026 1750 1342 458 1750 5345 255 1750 5334 265 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.40 0.40 0.11 0.32 0.32 Crit Moves **** **** **** **** Green Time: 8.2 20.8 20.8 10.9 23.5 23.5 14.9 51.9 51.9 14.4 51.3 51.3 Volume/Cap: 0.56 0.84 0.84 0.84 0.85 0.85 0.69 0.84 0.84 0.84 0.69 0.69 Delay/Veh: 54.3 59.8 59.8 77.6 57.6 57.6 53.9 28.0 28.0 70.0 24.0 24.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.3 59.8 59.8 77.6 57.6 57.6 53.9 28.0 28.0 70.0 24.0 24.0 LOS by Move: D- E+ E+ E- E+ E+ D- C C E C C HCM2k95thQ: 5 20 20 15 25 25 11 38 38 14 28 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-39 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #20: Portal Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 43 25*** 120 0 1 0 0 1 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: Signal=Protect Final Vol: Lanes: Rights=Include 72 1 12.4 0 B 1967*** 2 1 0 35 0 41 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 43 25*** 120 0 1 0 0 1 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.448 Avg Crit Del (sec/veh): 7.2 Avg Delay (sec/veh): 12.4 LOS: B t 1 0 0 1 0 60 12 41 Sig nal=Permit/Rights=l ncl u d e Signal=Protect Rights=Include Lanes: Final Vol: 0 85 1 2 1295 0 1 38*** Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 60 12 41 120 25 43 72 1785 35 38 1052 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 12 41 120 25 43 72 1785 35 38 1052 85 Added Vol: 0 0 0 0 0 0 0 137 0 0 113 0 PasserByVol: 0 0 0 0 0 0 0 45 0 0 130 0 Initial Fut: 60 12 41 120 25 43 72 1967 35 38 1295 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 12 41 120 25 43 72 1967 35 38 1295 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 12 41 120 25 43 72 1967 35 38 1295 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 12 41 120 25 43 72 1967 35 38 1295 85 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.23 0.77 1.00 0.37 0.63 1.00 2.95 0.05 1.00 2.81 0.19 Final Sat.: 1750 408 1392 1750 662 1138 1750 5502 98 1750 5255 345 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.07 0.04 0.04 0.04 0.36 0.36 0.02 0.25 0.25 Crit Moves: **** **** **** Green Time: 10.9 10.9 10.9 10.9 10.9 10.9 19.7 103 103.1 7.0 90.4 90.4 Volume/Cap: 0.41 0.35 0.35 0.82 0.45 0.45 0.27 0.45 0.45 0.40 0.35 0.35 Delay/Veh: 58.4 57.6 57.6 87.5 58.8 58.8 49.3 4.4 4.4 62.3 8.1 8.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 58.4 57.6 57.6 87.5 58.8 58.8 49.3 4.4 4.4 62.3 8.1 8.1 LOS by Move: E+ E+ E+ F E+ E+ D A A E A A HCM2k95thQ: 6 5 5 14 6 6 5 16 16 3 14 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-40 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #20: Portal Avenue / Stevens Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 72 1 0 1 0 0 0 2290*** 2 1 Vol Cnt Date: 35 0 Rights=Include Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 43 25*** 120 0 1 0 0 1 Signal=Protect Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 85 Loss Time (sec): 9 1 Critical V/C: 0.510 2 1851 Avg Crit Del (sec/veh): 7.0 0 Avg Delay (sec/veh): 11.5 1 38*** LOS: B+ -4) *t t t Lanes: 1 0 0 1 0 Final Vol: 60 12 41 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 60 12 41 120 25 43 72 1785 35 38 1052 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 12 41 120 25 43 72 1785 35 38 1052 85 Added Vol: 0 0 0 0 0 0 0 460 0 0 669 0 PasserByVol: 0 0 0 0 0 0 0 45 0 0 130 0 Initial Fut: 60 12 41 120 25 43 72 2290 35 38 1851 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 12 41 120 25 43 72 2290 35 38 1851 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 12 41 120 25 43 72 2290 35 38 1851 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 12 41 120 25 43 72 2290 35 38 1851 85 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.23 0.77 1.00 0.37 0.63 1.00 2.95 0.05 1.00 2.86 0.14 Final Sat.: 1750 408 1392 1750 662 1138 1750 5516 84 1750 5354 246 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.07 0.04 0.04 0.04 0.42 0.42 0.02 0.35 0.35 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 10.0 10.0 15.0 104 104.0 7.0 96.0 96.0 Volume/Cap: 0.45 0.38 0.38 0.89 0.49 0.49 0.36 0.52 0.52 0.40 0.47 0.47 Delay/Veh: 59.7 58.8 58.8 105.9 60.3 60.3 54.2 4.6 4.6 62.3 6.9 6.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.7 58.8 58.8 105.9 60.3 60.3 54.2 4.6 4.6 62.3 6.9 6.9 LOS by Move: E+ E+ E+ F E E D- A A E A A HCM2k95thQ: 6 5 5 15 7 7 5 19 19 3 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-41 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 29 5 42 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 52 1 0 23 Loss Time (sec): 12 0 1 2100*** 2 Critical V/C: 0.557 2 1348 1 � Avg Crit Del (sec/veh): 14.7 � 0 20 0 Avg Delay (sec/veh): 14.2 1 132*** LOS: B t Lanes: 0 1 0 0 1 Final Vol: 19 3 86*** Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 3 86 42 5 27 50 1881 20 132 1130 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 3 86 42 5 27 50 1881 20 132 1130 23 Added Vol: 0 0 0 0 0 2 2 135 0 0 111 0 PasserByVol: 0 0 0 0 0 0 0 84 0 0 107 0 Initial Fut: 19 3 86 42 5 29 52 2100 20 132 1348 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 3 86 42 5 29 52 2100 20 132 1348 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 3 86 42 5 29 52 2100 20 132 1348 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 3 86 42 5 29 52 2100 20 132 1348 23 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.86 0.14 1.00 0.89 0.11 1.00 1.00 2.97 0.03 1.00 2.95 0.05 Final Sat.: 1555 245 1750 1609 191 1750 1750 5547 53 1750 5506 94 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.05 0.03 0.03 0.02 0.03 0.38 0.38 0.08 0.24 0.24 Crit Moves: **** **** **** Green Time: 11.0 11.0 11.0 11.0 11.0 11.0 19.0 85.0 85.0 16.9 83.0 83.0 Volume/Cap: 0.14 0.14 0.56 0.30 0.30 0.19 0.20 0.56 0.56 0.56 0.37 0.37 Delay/Veh: 53.0 53.0 59.1 54.4 54.4 53.4 46.7 10.5 10.5 53.4 9.4 9.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.0 53.0 59.1 54.4 54.4 53.4 46.7 10.5 10.5 53.4 9.4 9.4 LOS by Move: D- D- E+ D- D- D- D B+ B+ D- A A HCM2k95thQ: 2 2 8 4 4 3 4 25 25 10 14 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-42 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 405*** 5 185 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 309 1 0 88 Loss Time (sec): 12 0 1 2165*** 2 Critical V/C: 0.771 2 1529 1 � Avg Crit Del (sec/veh): 31.7 � 0 20 0 Avg Delay (sec/veh): 34.7 1 132*** LOS: C- t Lanes: 0 1 0 0 1 Final Vol: 19 3 86 Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 3 86 42 5 27 50 1881 20 132 1130 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 3 86 42 5 27 50 1881 20 132 1130 23 Added Vol: 0 0 0 143 0 378 259 200 0 0 292 65 PasserByVol: 0 0 0 0 0 0 0 84 0 0 107 0 Initial Fut: 19 3 86 185 5 405 309 2165 20 132 1529 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 3 86 185 5 405 309 2165 20 132 1529 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 3 86 185 5 405 309 2165 20 132 1529 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 3 86 185 5 405 309 2165 20 132 1529 88 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.86 0.14 1.00 0.97 0.03 1.00 1.00 2.97 0.03 1.00 2.83 0.17 Final Sat.: 1555 245 1750 1753 47 1750 1750 5549 51 1750 5295 305 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.05 0.11 0.11 0.23 0.18 0.39 0.39 0.08 0.29 0.29 Crit Moves: **** **** **** Green Time: 37.5 37.5 37.5 37.5 37.5 37.5 28.6 63.3 63.3 12.2 46.8 46.8 Volume/Cap: 0.04 0.04 0.16 0.35 0.35 0.77 0.77 0.77 0.77 0.77 0.77 0.77 Delay/Veh: 31.0 31.0 32.3 34.6 34.6 46.7 54.0 26.4 26.4 74.1 36.2 36.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.0 31.0 32.3 34.6 34.6 46.7 54.0 26.4 26.4 74.1 36.2 36.2 LOS by Move: C C C- C- C- D D- C C E D+ D+ HCM2k95thQ: 1 1 5 12 12 29 22 38 38 10 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-43 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 78 1245*** 164 Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 150 64 1 1 158 Loss Time (sec): 12 0 0 1358 3 Critical V/C: 0.828 3 754 0 Avg Crit Del (sec/veh): 60.9 0 460`"* 1 Avg Delay (sec/veh): 52.0 2 540*** LOS: D- t Lanes: 2 0 2 0 1 Final Vol: 343*** 648 258 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 306 593 174 154 1179 78 64 1196 427 389 609 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 306 593 174 154 1179 78 64 1196 427 389 609 151 Added Vol: 12 32 84 10 57 0 0 162 24 147 137 7 PasserByVol: 25 23 0 0 9 0 0 0 9 4 8 0 Initial Fut: 343 648 258 164 1245 78 64 1358 460 540 754 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 343 648 258 164 1245 78 64 1358 460 540 754 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 343 648 258 164 1245 78 64 1358 460 540 754 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 343 648 258 164 1245 78 64 1358 460 540 754 158 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.17 0.15 0.09 0.22 0.04 0.04 0.24 0.26 0.17 0.13 0.09 Crit Moves: **** **** **** **** Green Time: 19.7 38.3 38.3 21.0 39.6 60.1 20.5 47.6 47.6 31.1 58.2 58.2 Volume/Cap: 0.83 0.67 0.58 0.67 0.83 0.11 0.27 0.75 0.83 0.83 0.34 0.23 Delay/Veh: 76.4 52.0 50.7 68.1 56.0 28.3 58.6 47.7 57.4 65.6 32.5 31.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.4 52.0 50.7 68.1 56.0 28.3 58.6 47.7 57.4 65.6 32.5 31.1 LOS by Move: E- D- D E E+ C E+ D E+ E C- C HCM2k95thQ: 17 23 19 16 34 5 6 33 38 26 15 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Page 2-44 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 78 1323*** 164 Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 150 64 1 1 158 Loss Time (sec): 12 0 0 1358 3 Critical V/C: 0.871 3 754 0 � Avg Crit Del (sec/veh): 64.6 � 0 477*** 1 Avg Delay (sec/veh): 54.1 2 567*** LOS: D- t Lanes: 2 0 2 0 1 Final Vol: 368*** 723 295 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 306 593 174 154 1179 78 64 1196 427 389 609 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 306 593 174 154 1179 78 64 1196 427 389 609 151 Added Vol: 37 107 121 10 135 0 0 162 41 174 137 7 PasserByVol: 25 23 0 0 9 0 0 0 9 4 8 0 Initial Fut: 368 723 295 164 1323 78 64 1358 477 567 754 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 368 723 295 164 1323 78 64 1358 477 567 754 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 368 723 295 164 1323 78 64 1358 477 567 754 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 368 723 295 164 1323 78 64 1358 477 567 754 158 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.19 0.17 0.09 0.23 0.04 0.04 0.24 0.27 0.18 0.13 0.09 Crit Moves: **** **** **** **** Green Time: 20.1 40.3 40.3 19.8 40.0 60.3 20.3 46.9 46.9 31.0 57.6 57.6 Volume/Cap: 0.87 0.71 0.63 0.71 0.87 0.11 0.27 0.76 0.87 0.87 0.34 0.24 Delay/Veh: 81.2 51.9 51.0 72.1 58.3 28.2 58.8 48.5 62.9 69.8 32.9 31.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 81.2 51.9 51.0 72.1 58.3 28.2 58.8 48.5 62.9 69.8 32.9 31.5 LOS by Move: F D- D E E+ C E+ D E E C- C HCM2k95thQ: 18 25 22 17 37 5 6 34 41 28 15 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-45 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #23: Wolfe Road / Fremont Avenue Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 643 1554*** 69 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 170 437*** 2 0 16 Loss Time (sec): 12 0 1 432 2 Critical V/C: 0.800 0 25*** 0 � Avg Crit Del (sec/veh): 44.3 � 0 406 1 Avg Delay (sec/veh): 52.0 1 12 LOS: D- t Lanes: 1 0 2 1 0 Final Vol: 235*** 773 68 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 666 61 69 1416 530 370 421 366 12 25 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 666 61 69 1416 530 370 421 366 12 25 16 Added Vol: 22 60 0 0 117 ill 67 0 19 0 0 0 PasserByVol: 30 47 7 0 21 2 0 11 21 0 0 0 Initial Fut: 235 773 68 69 1554 643 437 432 406 12 25 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 235 773 68 69 1554 643 437 432 406 12 25 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 235 773 68 69 1554 643 437 432 406 12 25 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 235 773 68 69 1554 643 437 432 406 12 25 16 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.95 0.97 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.75 0.25 0.09 2.04 0.87 2.00 2.00 1.00 1.00 0.61 0.39 Final Sat.: 1750 5147 453 167 3771 1560 3150 3800 1750 1750 1098 702 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.15 0.15 0.00 0.41 0.41 0.14 0.11 0.23 0.01 0.02 0.02 Crit Moves: **** **** **** **** Green Time: 29.2 31.7 31.7 90.0 89.5 89.5 29.3 28.8 58.0 10.4 10.0 10.0 Volume/Cap: 0.78 0.81 0.81 0.78 0.78 0.78 0.81 0.67 0.68 0.11 0.39 0.39 Delay/Veh: 79.9 70.8 70.8 33.4 33.8 33.8 76.2 68.9 51.2 75.9 79.4 79.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.9 70.8 70.8 33.4 33.8 33.8 76.2 68.9 51.2 75.9 79.4 79.4 LOS by Move: E- E E C- C- C- E- E D- E- E- E- HCM2k95thQ: 23 25 25 50 50 50 23 18 31 1 5 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-46 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #23: Wolfe Road / Fremont Avenue Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 643 1675*** 69 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 170 437*** 2 0 16 Loss Time (sec): 12 0 1 432 2 Critical V/C: 0.839 0 25*** 0 Avg Crit Del (sec/veh): 46.5 0 427 1 Avg Delay (sec/veh): 54.3 1 12 LOS: D- t Lanes: 1 0 2 1 0 Final Vol: 259*** 910 68 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 666 61 69 1416 530 370 421 366 12 25 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 666 61 69 1416 530 370 421 366 12 25 16 Added Vol: 46 197 0 0 238 ill 67 0 40 0 0 0 PasserByVol: 30 47 7 0 21 2 0 11 21 0 0 0 Initial Fut: 259 910 68 69 1675 643 437 432 427 12 25 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 259 910 68 69 1675 643 437 432 427 12 25 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 259 910 68 69 1675 643 437 432 427 12 25 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 259 910 68 69 1675 643 437 432 427 12 25 16 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.95 0.97 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.78 0.22 0.09 2.09 0.82 2.00 2.00 1.00 1.00 0.61 0.39 Final Sat.: 1750 5210 389 159 3859 1481 3150 3800 1750 1750 1098 702 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.17 0.17 0.00 0.43 0.43 0.14 0.11 0.24 0.01 0.02 0.02 Crit Moves: **** **** **** **** Green Time: 30.6 34.6 34.6 88.9 89.9 89.9 27.5 27.5 58.2 10.0 10.0 10.0 Volume/Cap: 0.82 0.86 0.86 0.83 0.82 0.82 0.86 0.70 0.71 0.12 0.39 0.39 Delay/Veh: 82.7 72.1 72.1 36.3 35.3 35.3 83.0 71.0 52.7 76.4 79.4 79.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.7 72.1 72.1 36.3 35.3 35.3 83.0 71.0 52.7 76.4 79.4 79.4 LOS by Move: F E E D+ D+ D+ F E D- E- E- E- HCM2k95thQ: 25 30 30 55 54 54 23 18 33 1 5 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-47 0 0 0 0 Critical V/C: 0.593 1! 0 0 Avg Crit Del (sec/veh): 30.7 0 0 0 Avg Delay (sec/veh): 18.2 0 47*** LOS: 13 - Lanes: 0 0 1 1 0 Final Vol: 0 1066*** 63 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 901 63 271 1454 0 0 0 0 47 0 117 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 901 63 271 1454 0 0 0 0 47 0 117 Added Vol: 0 82 0 0 136 0 0 0 0 0 0 0 PasserByVol: 0 83 0 0 42 0 0 0 0 0 0 0 Initial Fut: 0 1066 63 271 1632 0 0 0 0 47 0 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1066 63 271 1632 0 0 0 0 47 0 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1066 63 271 1632 0 0 0 0 47 0 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1066 63 271 1632 0 0 0 0 47 0 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.89 0.11 1.00 2.00 0.00 0.00 0.00 0.00 0.29 0.00 0.71 Final Sat.: 0 3493 206 1750 3800 0 0 0 0 502 0 1248 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.15 0.43 0.00 0.00 0.00 0.00 0.09 0.00 0.09 Crit Moves: **** **** **** Green Time: 0.0 69.4 69.4 35.2 105 0.0 0.0 0.0 0.0 21.3 0.0 21.3 Volume/Cap: 0.00 0.59 0.59 0.59 0.55 0.00 0.00 0.00 0.00 0.59 0.00 0.59 Delay/Veh: 0.0 23.4 23.4 45.7 6.2 0.0 0.0 0.0 0.0 56.3 0.0 56.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 23.4 23.4 45.7 6.2 0.0 0.0 0.0 0.0 56.3 0.0 56.3 LOS by Move: A C C D A A A A A E+ A E+ HCM2k95thQ: 0 28 28 19 23 0 0 0 0 14 0 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 1632 271*** Lanes: 0 0 2 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 117 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.593 1! 0 0 Avg Crit Del (sec/veh): 30.7 0 0 0 Avg Delay (sec/veh): 18.2 0 47*** LOS: 13 - Lanes: 0 0 1 1 0 Final Vol: 0 1066*** 63 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 901 63 271 1454 0 0 0 0 47 0 117 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 901 63 271 1454 0 0 0 0 47 0 117 Added Vol: 0 82 0 0 136 0 0 0 0 0 0 0 PasserByVol: 0 83 0 0 42 0 0 0 0 0 0 0 Initial Fut: 0 1066 63 271 1632 0 0 0 0 47 0 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1066 63 271 1632 0 0 0 0 47 0 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1066 63 271 1632 0 0 0 0 47 0 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1066 63 271 1632 0 0 0 0 47 0 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.89 0.11 1.00 2.00 0.00 0.00 0.00 0.00 0.29 0.00 0.71 Final Sat.: 0 3493 206 1750 3800 0 0 0 0 502 0 1248 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.15 0.43 0.00 0.00 0.00 0.00 0.09 0.00 0.09 Crit Moves: **** **** **** Green Time: 0.0 69.4 69.4 35.2 105 0.0 0.0 0.0 0.0 21.3 0.0 21.3 Volume/Cap: 0.00 0.59 0.59 0.59 0.55 0.00 0.00 0.00 0.00 0.59 0.00 0.59 Delay/Veh: 0.0 23.4 23.4 45.7 6.2 0.0 0.0 0.0 0.0 56.3 0.0 56.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 23.4 23.4 45.7 6.2 0.0 0.0 0.0 0.0 56.3 0.0 56.3 LOS by Move: A C C D A A A A A E+ A E+ HCM2k95thQ: 0 28 28 19 23 0 0 0 0 14 0 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-48 0 0 0 0 Critical V/C: 0.646 1! 0 0 Avg Crit Del (sec/veh): 30.2 0 0 0 Avg Delay (sec/veh): 18.1 0 52*** LOS: 13 - Lanes: 0 0 1 1 0 Final Vol: 0 1228*** 72 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 901 63 271 1454 0 0 0 0 47 0 117 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 901 63 271 1454 0 0 0 0 47 0 117 Added Vol: 0 244 9 0 278 0 0 0 0 5 0 0 PasserByVol: 0 83 0 0 42 0 0 0 0 0 0 0 Initial Fut: 0 1228 72 271 1774 0 0 0 0 52 0 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1228 72 271 1774 0 0 0 0 52 0 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1228 72 271 1774 0 0 0 0 52 0 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1228 72 271 1774 0 0 0 0 52 0 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.89 0.11 1.00 2.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69 Final Sat.: 0 3495 205 1750 3800 0 0 0 0 538 0 1212 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.35 0.15 0.47 0.00 0.00 0.00 0.00 0.10 0.00 0.10 Crit Moves: **** **** **** Green Time: 0.0 73.4 73.4 32.4 106 0.0 0.0 0.0 0.0 20.2 0.0 20.2 Volume/Cap: 0.00 0.65 0.65 0.65 0.60 0.00 0.00 0.00 0.00 0.65 0.00 0.65 Delay/Veh: 0.0 22.4 22.4 49.6 6.2 0.0 0.0 0.0 0.0 59.5 0.0 59.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 22.4 22.4 49.6 6.2 0.0 0.0 0.0 0.0 59.5 0.0 59.5 LOS by Move: A C+ C+ D A A A A A E+ A E+ HCM2k95thQ: 0 32 32 19 25 0 0 0 0 15 0 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 1774 271*** Lanes: 0 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 117 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.646 1! 0 0 Avg Crit Del (sec/veh): 30.2 0 0 0 Avg Delay (sec/veh): 18.1 0 52*** LOS: 13 - Lanes: 0 0 1 1 0 Final Vol: 0 1228*** 72 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 901 63 271 1454 0 0 0 0 47 0 117 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 901 63 271 1454 0 0 0 0 47 0 117 Added Vol: 0 244 9 0 278 0 0 0 0 5 0 0 PasserByVol: 0 83 0 0 42 0 0 0 0 0 0 0 Initial Fut: 0 1228 72 271 1774 0 0 0 0 52 0 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1228 72 271 1774 0 0 0 0 52 0 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1228 72 271 1774 0 0 0 0 52 0 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1228 72 271 1774 0 0 0 0 52 0 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.89 0.11 1.00 2.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69 Final Sat.: 0 3495 205 1750 3800 0 0 0 0 538 0 1212 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.35 0.15 0.47 0.00 0.00 0.00 0.00 0.10 0.00 0.10 Crit Moves: **** **** **** Green Time: 0.0 73.4 73.4 32.4 106 0.0 0.0 0.0 0.0 20.2 0.0 20.2 Volume/Cap: 0.00 0.65 0.65 0.65 0.60 0.00 0.00 0.00 0.00 0.65 0.00 0.65 Delay/Veh: 0.0 22.4 22.4 49.6 6.2 0.0 0.0 0.0 0.0 59.5 0.0 59.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 22.4 22.4 49.6 6.2 0.0 0.0 0.0 0.0 59.5 0.0 59.5 LOS by Move: A C+ C+ D A A A A A E+ A E+ HCM2k95thQ: 0 32 32 19 25 0 0 0 0 15 0 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-49 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 153 1370*** 136 Lanes: 0 1 4 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 82 0 1 63 Loss Time (sec): 9 1 0 186*** 0 Critical V/C: 0.621 0 87 0 Avg Crit Del (sec/veh): 20.3 1 53 1 Avg Delay (sec/veh): 22.2 0 23 LOS: C+ 4t t t Lanes: 1 0 1 1 0 Final Vol: 30*** 1004 64 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 839 62 136 1192 153 82 186 49 22 87 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 839 62 136 1192 153 82 186 49 22 87 63 Added Vol: 0 82 0 0 136 0 0 0 0 0 0 0 PasserByVol: 12 83 2 0 42 0 0 0 4 1 0 0 Initial Fut: 30 1004 64 136 1370 153 82 186 53 23 87 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 1004 64 136 1370 153 82 186 53 23 87 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 1004 64 136 1370 153 82 186 53 23 87 63 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 1004 64 136 1370 153 82 186 53 23 87 63 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.88 0.12 1.00 1.79 0.21 0.31 0.69 1.00 0.21 0.79 1.00 Final Sat.: 1750 3478 222 1750 3328 372 551 1249 1750 376 1424 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.29 0.29 0.08 0.41 0.41 0.15 0.15 0.03 0.06 0.06 0.04 Crit Moves: **** **** **** Green Time: 7.0 71.5 71.5 19.2 83.7 83.7 30.3 30.3 37.3 30.3 30.3 49.5 Volume/Cap: 0.32 0.53 0.53 0.53 0.64 0.64 0.64 0.64 0.11 0.26 0.26 0.09 Delay/Veh: 61.2 18.8 18.8 53.1 14.6 14.6 48.2 48.2 34.2 41.1 41.1 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.2 18.8 18.8 53.1 14.6 14.6 48.2 48.2 34.2 41.1 41.1 25.9 LOS by Move: E B- B- D- B B D D C- D D C HCM2k95thQ: 2 24 24 10 32 32 20 20 3 8 8 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-50 1 -4- -41�1- 0 186*** 0 Critical V/C: 0.669 0 87 0 Avg Crit Del (sec/veh): 20.5 1 58 1 Avg Delay (sec/veh): 22.0 0 28 LOS: C+ t Lanes: 1 0 1 1 0 Final Vol: 39*** 1175 73 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 839 62 136 1192 153 82 186 49 22 87 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 839 62 136 1192 153 82 186 49 22 87 63 Added Vol: 9 253 9 0 283 0 0 0 5 5 0 0 PasserByVol: 12 83 2 0 42 0 0 0 4 1 0 0 Initial Fut: 39 1175 73 136 1517 153 82 186 58 28 87 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 39 1175 73 136 1517 153 82 186 58 28 87 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 1175 73 136 1517 153 82 186 58 28 87 63 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 39 1175 73 136 1517 153 82 186 58 28 87 63 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.88 0.12 1.00 1.81 0.19 0.31 0.69 1.00 0.24 0.76 1.00 Final Sat.: 1750 3483 216 1750 3361 339 551 1249 1750 438 1362 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.34 0.34 0.08 0.45 0.45 0.15 0.15 0.03 0.06 0.06 0.04 Crit Moves: **** **** **** Green Time: 7.0 75.4 75.4 17.4 85.7 85.7 28.3 28.3 35.3 28.3 28.3 45.6 Volume/Cap: 0.41 0.58 0.58 0.58 0.68 0.68 0.68 0.68 0.12 0.29 0.29 0.10 Delay/Veh: 62.4 17.7 17.7 56.6 14.6 14.6 51.7 51.7 35.8 42.9 42.9 28.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.4 17.7 17.7 56.6 14.6 14.6 51.7 51.7 35.8 42.9 42.9 28.5 LOS by Move: E B B E+ B B D- D- D+ D D C HCM2k95thQ: 3 27 27 11 35 35 21 21 4 8 8 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 153 1517*** 136 Lanes: 0 1 1 0 1 4 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 82 0 1 63 Loss Time (sec): 9 1 -4- -41�1- 0 186*** 0 Critical V/C: 0.669 0 87 0 Avg Crit Del (sec/veh): 20.5 1 58 1 Avg Delay (sec/veh): 22.0 0 28 LOS: C+ t Lanes: 1 0 1 1 0 Final Vol: 39*** 1175 73 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 839 62 136 1192 153 82 186 49 22 87 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 839 62 136 1192 153 82 186 49 22 87 63 Added Vol: 9 253 9 0 283 0 0 0 5 5 0 0 PasserByVol: 12 83 2 0 42 0 0 0 4 1 0 0 Initial Fut: 39 1175 73 136 1517 153 82 186 58 28 87 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 39 1175 73 136 1517 153 82 186 58 28 87 63 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 1175 73 136 1517 153 82 186 58 28 87 63 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 39 1175 73 136 1517 153 82 186 58 28 87 63 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.88 0.12 1.00 1.81 0.19 0.31 0.69 1.00 0.24 0.76 1.00 Final Sat.: 1750 3483 216 1750 3361 339 551 1249 1750 438 1362 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.34 0.34 0.08 0.45 0.45 0.15 0.15 0.03 0.06 0.06 0.04 Crit Moves: **** **** **** Green Time: 7.0 75.4 75.4 17.4 85.7 85.7 28.3 28.3 35.3 28.3 28.3 45.6 Volume/Cap: 0.41 0.58 0.58 0.58 0.68 0.68 0.68 0.68 0.12 0.29 0.29 0.10 Delay/Veh: 62.4 17.7 17.7 56.6 14.6 14.6 51.7 51.7 35.8 42.9 42.9 28.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.4 17.7 17.7 56.6 14.6 14.6 51.7 51.7 35.8 42.9 42.9 28.5 LOS by Move: E B B E+ B B D- D- D+ D D C HCM2k95thQ: 3 27 27 11 35 35 21 21 4 8 8 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-51 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 92 1185 152 - Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 108 1 0 126 Loss Time (sec): 12 0 1 913... 2 Critical V/C: 0.824 1 782 0 Avg Crit Del (sec/veh): 58.0 0 295 1 Avg Delay (sec/veh): 48.1 2 528"` LOS: D Lanes: 2 0 2 0 1 Final Vol: 389 838 535`*` Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 264 700 433 127 1035 78 103 793 232 441 623 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 700 433 127 1035 78 103 793 232 441 623 86 Added Vol: 24 67 16 11 111 14 5 61 41 38 86 10 PasserByVol: 101 71 86 14 39 0 0 59 22 49 73 30 Initial Fut: 389 838 535 152 1185 92 108 913 295 528 782 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 389 838 535 152 1185 92 108 913 295 528 782 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 389 838 535 152 1185 92 108 913 295 528 782 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 389 838 535 152 1185 92 108 913 295 528 782 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.78 0.22 1.00 2.00 1.00 2.00 1.71 0.29 Final Sat.: 3150 3800 1750 3150 5196 403 1750 3800 1750 3150 3186 513 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.22 0.31 0.05 0.23 0.23 0.06 0.24 0.17 0.17 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 24.2 59.4 59.4 9.4 44.6 44.6 15.9 46.7 46.7 32.6 63.3 63.3 Volume/Cap: 0.82 0.59 0.82 0.82 0.82 0.82 0.62 0.82 0.58 0.82 0.62 0.62 Delay/Veh: 68.7 25.3 36.0 96.3 43.5 43.5 75.8 57.9 49.9 69.5 39.5 39.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 68.7 25.3 36.0 96.3 43.5 43.5 75.8 57.9 49.9 69.5 39.5 39.5 LOS by Move: E C D+ F D D E- E+ D E D D HCM2k95thQ: 20 22 38 9 32 32 10 33 21 26 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-52 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 92 1341*** 152 Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 108 1 0 126 Loss Time (sec): 12 0 1 913*** 2 Critical V/C: 0.880 1 782 0 Avg Crit Del (sec/veh): 59.3 0 337 1 Avg Delay (sec/veh): 50.2 2 559*'* LOS: D t Lanes: 2 0 2 0 1 Final Vol: 443*** 1027 579 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 264 700 433 127 1035 78 103 793 232 441 623 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 700 433 127 1035 78 103 793 232 441 623 86 Added Vol: 78 256 60 11 267 14 5 61 83 69 86 10 PasserByVol: 101 71 86 14 39 0 0 59 22 49 73 30 Initial Fut: 443 1027 579 152 1341 92 108 913 337 559 782 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 443 1027 579 152 1341 92 108 913 337 559 782 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 443 1027 579 152 1341 92 108 913 337 559 782 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 443 1027 579 152 1341 92 108 913 337 559 782 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.98 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.80 0.20 1.00 2.00 1.00 2.00 1.71 0.29 Final Sat.: 3150 3800 1750 3150 5240 359 1750 3800 1750 3150 3186 513 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.27 0.33 0.05 0.26 0.26 0.06 0.24 0.19 0.18 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 25.6 62.9 62.9 9.2 46.5 46.5 15.3 43.7 43.7 32.3 60.7 60.7 Volume/Cap: 0.88 0.69 0.84 0.84 0.88 0.88 0.65 0.88 0.71 0.88 0.65 0.65 Delay/Veh: 73.7 24.3 34.2 100.0 45.2 45.2 78.3 64.5 57.2 75.5 41.9 41.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.7 24.3 34.2 100.0 45.2 45.2 78.3 64.5 57.2 75.5 41.9 41.9 LOS by Move: E C C- F D D E- E E+ E- D D HCM2k95thQ: 24 27 40 9 37 37 10 35 26 28 28 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-53 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 15 1848"* 107 Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 313 0 Loss Time (sec): 12 0 o 0 Critical V/C: 0.607 0 0 0 � Avg Crit Del (sec/veh): 34.3 � 0 17"` 1 Avg Delay (sec/veh): 33.0 3 999 - LOS: C- t Lanes: 0 0 3 0 2 Final Vol: 0*"* 1361 277 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 12 41 1616 15 0 0 17 183 0 101 Added Vol: 0 107 0 0 189 0 0 0 0 0 0 0 PasserByVol: 0 44 265 66 43 0 0 0 0 816 0 212 Initial Fut: 0 1361 277 107 1848 15 0 0 17 999 0 313 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1361 277 107 1848 15 0 0 17 999 0 313 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1361 277 107 1848 15 0 0 17 999 0 313 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1361 277 107 1848 15 0 0 17 999 0 313 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.97 0.03 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5555 45 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.09 0.03 0.33 0.33 0.00 0.00 0.01 0.22 0.00 0.18 Crit Moves: **** **** **** **** Green Time: 0.0 70.3 125.1 12.9 83.1 83.1 0.0 0.0 10.0 54.9 0.0 67.7 Volume/Cap: 0.00 0.54 0.11 0.42 0.64 0.64 0.00 0.00 0.16 0.64 0.00 0.42 Delay/Veh: 0.0 33.3 4.2 71.2 28.2 28.2 0.0 0.0 71.7 45.2 0.0 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 33.3 4.2 71.2 28.2 28.2 0.0 0.0 71.7 45.2 0.0 32.8 LOS by Move: A C- A E C C A A E D A C- HCM2k95thQ: 0 28 4 6 35 35 0 0 2 30 0 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-54 0 0 o 0 Critical V/C: 0.652 0 0 0 � Avg Crit Del (sec/veh): 34.5 � 0 17*'* 1 Avg Delay (sec/veh): 33.0 3 999*** LOS: C- t Lanes: 0 0 3 0 2 Final Vol: 0*** 1648 277 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 12 41 1616 15 0 0 17 183 0 101 Added Vol: 0 394 0 0 418 0 0 0 0 0 0 0 PasserByVol: 0 44 265 66 43 0 0 0 0 816 0 212 Initial Fut: 0 1648 277 107 2077 15 0 0 17 999 0 313 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1648 277 107 2077 15 0 0 17 999 0 313 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1648 277 107 2077 15 0 0 17 999 0 313 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1648 277 107 2077 15 0 0 17 999 0 313 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.98 0.02 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5560 40 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.29 0.09 0.03 0.37 0.37 0.00 0.00 0.01 0.22 0.00 0.18 Crit Moves: **** **** **** **** Green Time: 0.0 75.5 126.6 11.4 86.9 86.9 0.0 0.0 10.0 51.1 0.0 62.5 Volume/Cap: 0.00 0.61 0.11 0.48 0.69 0.69 0.00 0.00 0.16 0.69 0.00 0.46 Delay/Veh: 0.0 31.8 3.8 73.0 27.3 27.3 0.0 0.0 71.7 48.9 0.0 36.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.8 3.8 73.0 27.3 27.3 0.0 0.0 71.7 48.9 0.0 36.7 LOS by Move: A C A E C C A A E D A D+ HCM2k95thQ: 0 33 4 6 39 39 0 0 2 31 0 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 15 2077*** 107 Lanes: 0 1 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 313 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.652 0 0 0 � Avg Crit Del (sec/veh): 34.5 � 0 17*'* 1 Avg Delay (sec/veh): 33.0 3 999*** LOS: C- t Lanes: 0 0 3 0 2 Final Vol: 0*** 1648 277 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 12 41 1616 15 0 0 17 183 0 101 Added Vol: 0 394 0 0 418 0 0 0 0 0 0 0 PasserByVol: 0 44 265 66 43 0 0 0 0 816 0 212 Initial Fut: 0 1648 277 107 2077 15 0 0 17 999 0 313 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1648 277 107 2077 15 0 0 17 999 0 313 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1648 277 107 2077 15 0 0 17 999 0 313 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1648 277 107 2077 15 0 0 17 999 0 313 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.98 0.02 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5560 40 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.29 0.09 0.03 0.37 0.37 0.00 0.00 0.01 0.22 0.00 0.18 Crit Moves: **** **** **** **** Green Time: 0.0 75.5 126.6 11.4 86.9 86.9 0.0 0.0 10.0 51.1 0.0 62.5 Volume/Cap: 0.00 0.61 0.11 0.48 0.69 0.69 0.00 0.00 0.16 0.69 0.00 0.46 Delay/Veh: 0.0 31.8 3.8 73.0 27.3 27.3 0.0 0.0 71.7 48.9 0.0 36.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.8 3.8 73.0 27.3 27.3 0.0 0.0 71.7 48.9 0.0 36.7 LOS by Move: A C A E C C A A E D A D+ HCM2k95thQ: 0 33 4 6 39 39 0 0 2 31 0 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-55 0 1 1*** 0 Critical V/C: 0.743 0 0 1 � Avg Crit Del (sec/veh): 21.1 � 0 77 0 Avg Delay (sec/veh): 20.2 1 135*** LOS: C+ t Lanes: 2 0 4 1 0 Final Vol: 163*** 1584 251 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 0 57 181 87 102 0 0 0 0 103 0 50 PasserByVol: 0 310 0 0 865 0 0 0 0 0 0 0 Initial Fut: 163 1584 251 127 2684 39 23 1 77 135 0 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 1584 251 127 2684 39 23 1 77 135 0 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 1584 251 127 2684 39 23 1 77 135 0 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 1584 251 127 2684 39 23 1 77 135 0 75 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.29 0.71 1.00 2.96 0.04 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8112 1285 1750 5520 80 1750 23 1777 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.20 0.20 0.07 0.49 0.49 0.01 0.04 0.04 0.08 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 7.0 52.9 52.9 19.7 65.6 65.6 8.4 10.0 10.0 10.4 0.0 12.0 Volume/Cap: 0.78 0.39 0.39 0.39 0.78 0.78 0.16 0.46 0.46 0.78 0.00 0.36 Delay/Veh: 64.7 16.1 16.1 38.1 15.6 15.6 45.6 46.8 46.8 65.9 0.0 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.7 16.1 16.1 38.1 15.6 15.6 45.6 46.8 46.8 65.9 0.0 44.1 LOS by Move: E B B D+ B B D D D E A D HCM2k95thQ: 7 14 14 7 36 36 2 6 6 13 0 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 39 2684*** 127 Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 23 1 0 75 Loss Time (sec): 12 0 1 1*** 0 Critical V/C: 0.743 0 0 1 � Avg Crit Del (sec/veh): 21.1 � 0 77 0 Avg Delay (sec/veh): 20.2 1 135*** LOS: C+ t Lanes: 2 0 4 1 0 Final Vol: 163*** 1584 251 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 0 57 181 87 102 0 0 0 0 103 0 50 PasserByVol: 0 310 0 0 865 0 0 0 0 0 0 0 Initial Fut: 163 1584 251 127 2684 39 23 1 77 135 0 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 1584 251 127 2684 39 23 1 77 135 0 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 1584 251 127 2684 39 23 1 77 135 0 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 1584 251 127 2684 39 23 1 77 135 0 75 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.29 0.71 1.00 2.96 0.04 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8112 1285 1750 5520 80 1750 23 1777 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.20 0.20 0.07 0.49 0.49 0.01 0.04 0.04 0.08 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 7.0 52.9 52.9 19.7 65.6 65.6 8.4 10.0 10.0 10.4 0.0 12.0 Volume/Cap: 0.78 0.39 0.39 0.39 0.78 0.78 0.16 0.46 0.46 0.78 0.00 0.36 Delay/Veh: 64.7 16.1 16.1 38.1 15.6 15.6 45.6 46.8 46.8 65.9 0.0 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.7 16.1 16.1 38.1 15.6 15.6 45.6 46.8 46.8 65.9 0.0 44.1 LOS by Move: E B B D+ B B D D D E A D HCM2k95thQ: 7 14 14 7 36 36 2 6 6 13 0 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-56 0 1 1*** 0 Critical V/C: 0.790 0 0 1 � Avg Crit Del (sec/veh): 22.4 � 0 77 0 Avg Delay (sec/veh): 20.5 1 135*** LOS: C+ t Lanes: 2 0 4 1 0 Final Vol: 163*** 1871 251 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 0 344 181 87 331 0 0 0 0 103 0 50 PasserByVol: 0 310 0 0 865 0 0 0 0 0 0 0 Initial Fut: 163 1871 251 127 2913 39 23 1 77 135 0 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 1871 251 127 2913 39 23 1 77 135 0 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 1871 251 127 2913 39 23 1 77 135 0 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 1871 251 127 2913 39 23 1 77 135 0 75 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.38 0.62 1.00 2.96 0.04 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8286 1112 1750 5526 74 1750 23 1777 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.23 0.23 0.07 0.53 0.53 0.01 0.04 0.04 0.08 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 7.0 55.5 55.5 17.8 66.3 66.3 8.1 10.0 10.0 9.7 0.0 11.6 Volume/Cap: 0.78 0.43 0.43 0.43 0.83 0.83 0.17 0.46 0.46 0.83 0.00 0.38 Delay/Veh: 64.7 15.1 15.1 40.0 16.9 16.9 45.9 46.8 46.8 76.5 0.0 44.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.7 15.1 15.1 40.0 16.9 16.9 45.9 46.8 46.8 76.5 0.0 44.6 LOS by Move: E B B D B B D D D E- A D HCM2k95thQ: 7 15 15 8 42 42 2 6 6 13 0 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 39 2913*** 127 Lanes: 0 1 2 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 23 1 0 75 Loss Time (sec): 12 0 1 1*** 0 Critical V/C: 0.790 0 0 1 � Avg Crit Del (sec/veh): 22.4 � 0 77 0 Avg Delay (sec/veh): 20.5 1 135*** LOS: C+ t Lanes: 2 0 4 1 0 Final Vol: 163*** 1871 251 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 0 344 181 87 331 0 0 0 0 103 0 50 PasserByVol: 0 310 0 0 865 0 0 0 0 0 0 0 Initial Fut: 163 1871 251 127 2913 39 23 1 77 135 0 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 1871 251 127 2913 39 23 1 77 135 0 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 1871 251 127 2913 39 23 1 77 135 0 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 1871 251 127 2913 39 23 1 77 135 0 75 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.38 0.62 1.00 2.96 0.04 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8286 1112 1750 5526 74 1750 23 1777 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.23 0.23 0.07 0.53 0.53 0.01 0.04 0.04 0.08 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 7.0 55.5 55.5 17.8 66.3 66.3 8.1 10.0 10.0 9.7 0.0 11.6 Volume/Cap: 0.78 0.43 0.43 0.43 0.83 0.83 0.17 0.46 0.46 0.83 0.00 0.38 Delay/Veh: 64.7 15.1 15.1 40.0 16.9 16.9 45.9 46.8 46.8 76.5 0.0 44.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.7 15.1 15.1 40.0 16.9 16.9 45.9 46.8 46.8 76.5 0.0 44.6 LOS by Move: E B B D B B D D D E- A D HCM2k95thQ: 7 15 15 8 42 42 2 6 6 13 0 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-57 0 0 0 0 Critical V/C: 0.934 0 0 0 � Avg Crit Del (sec/veh): 23.7 � 0 0 0 Avg Delay (sec/veh): 19.0 2 577 LOS: 13- t* -t Lanes: 0 0 3 0 0 Final Vol: 0 1167 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 157 15 0 175 31 0 0 0 10 0 81 PasserByVol: 0 228 189 0 477 389 0 0 0 10 0 82 Initial Fut: 0 1167 730 0 2069 982 0 0 0 577 0 746 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1167 0 0 2069 0 0 0 0 577 0 746 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1167 0 0 2069 0 0 0 0 577 0 746 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1167 0 0 2069 0 0 0 0 577 0 746 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.00 0.00 0.54 0.00 0.00 0.00 0.00 0.18 0.00 0.24 Crit Moves: **** **** Green Time: 0.0 32.1 0.0 0.0 32.1 0.0 0.0 0.0 0.0 13.9 0.0 13.9 Volume/Cap: 0.00 0.36 0.00 0.00 0.93 0.00 0.00 0.00 0.00 0.72 0.00 0.93 Delay/Veh: 0.0 6.1 0.0 0.0 18.6 0.0 0.0 0.0 0.0 22.0 0.0 37.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 6.1 0.0 0.0 18.6 0.0 0.0 0.0 0.0 22.0 0.0 37.9 LOS by Move: A A A A B- A A A A C+ A D+ HCM2k95thQ: 0 1 0 0 15 0 0 0 0 14 0 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 2069*** 0 Lanes: 1 0 2 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 0 0 2 746`*` Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.934 0 0 0 � Avg Crit Del (sec/veh): 23.7 � 0 0 0 Avg Delay (sec/veh): 19.0 2 577 LOS: 13- t* -t Lanes: 0 0 3 0 0 Final Vol: 0 1167 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 157 15 0 175 31 0 0 0 10 0 81 PasserByVol: 0 228 189 0 477 389 0 0 0 10 0 82 Initial Fut: 0 1167 730 0 2069 982 0 0 0 577 0 746 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1167 0 0 2069 0 0 0 0 577 0 746 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1167 0 0 2069 0 0 0 0 577 0 746 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1167 0 0 2069 0 0 0 0 577 0 746 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.00 0.00 0.54 0.00 0.00 0.00 0.00 0.18 0.00 0.24 Crit Moves: **** **** Green Time: 0.0 32.1 0.0 0.0 32.1 0.0 0.0 0.0 0.0 13.9 0.0 13.9 Volume/Cap: 0.00 0.36 0.00 0.00 0.93 0.00 0.00 0.00 0.00 0.72 0.00 0.93 Delay/Veh: 0.0 6.1 0.0 0.0 18.6 0.0 0.0 0.0 0.0 22.0 0.0 37.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 6.1 0.0 0.0 18.6 0.0 0.0 0.0 0.0 22.0 0.0 37.9 LOS by Move: A A A A B- A A A A C+ A D+ HCM2k95thQ: 0 1 0 0 15 0 0 0 0 14 0 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-58 0 0 0 0 Critical V/C: 1.022 0 0 0 Avg Crit Del (sec/veh): 41.8 0 0 0 Avg Delay (sec/veh): 32.5 2 787"` LOS: C- t Lanes: 0 0 3 0 0 Final Vol: 0 1454 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 444 315 0 404 31 0 0 0 220 0 81 PasserByVol: 0 228 189 0 477 389 0 0 0 10 0 82 Initial Fut: 0 1454 1030 0 2298 982 0 0 0 787 0 746 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1454 0 0 2298 0 0 0 0 787 0 746 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1454 0 0 2298 0 0 0 0 787 0 746 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1454 0 0 2298 0 0 0 0 787 0 746 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.25 0.00 0.24 Crit Moves: **** **** Green Time: 0.0 32.6 0.0 0.0 32.6 0.0 0.0 0.0 0.0 13.4 0.0 13.4 Volume/Cap: 0.00 0.44 0.00 0.00 1.02 0.00 0.00 0.00 0.00 1.02 0.00 0.97 Delay/Veh: 0.0 6.3 0.0 0.0 35.9 0.0 0.0 0.0 0.0 58.8 0.0 45.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 6.3 0.0 0.0 35.9 0.0 0.0 0.0 0.0 58.8 0.0 45.4 LOS by Move: A A A A D+ A A A A E+ A D HCM2k95thQ: 0 1 0 0 41 0 0 0 0 27 0 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 2298"' 0 Lanes: 1 0 2 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 0 0 2 746 Loss Time (sec): 9 0 0 0 0 Critical V/C: 1.022 0 0 0 Avg Crit Del (sec/veh): 41.8 0 0 0 Avg Delay (sec/veh): 32.5 2 787"` LOS: C- t Lanes: 0 0 3 0 0 Final Vol: 0 1454 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 444 315 0 404 31 0 0 0 220 0 81 PasserByVol: 0 228 189 0 477 389 0 0 0 10 0 82 Initial Fut: 0 1454 1030 0 2298 982 0 0 0 787 0 746 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1454 0 0 2298 0 0 0 0 787 0 746 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1454 0 0 2298 0 0 0 0 787 0 746 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1454 0 0 2298 0 0 0 0 787 0 746 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5600 0 0 3800 1750 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.25 0.00 0.24 Crit Moves: **** **** Green Time: 0.0 32.6 0.0 0.0 32.6 0.0 0.0 0.0 0.0 13.4 0.0 13.4 Volume/Cap: 0.00 0.44 0.00 0.00 1.02 0.00 0.00 0.00 0.00 1.02 0.00 0.97 Delay/Veh: 0.0 6.3 0.0 0.0 35.9 0.0 0.0 0.0 0.0 58.8 0.0 45.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 6.3 0.0 0.0 35.9 0.0 0.0 0.0 0.0 58.8 0.0 45.4 LOS by Move: A A A A D+ A A A A E+ A D HCM2k95thQ: 0 1 0 0 41 0 0 0 0 27 0 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-59 0 0 0 0 Critical V/C: 0.654 0 0 0 � Avg Crit Del (sec/veh): 11.1 � 0 481... 2 Avg Delay (sec/veh): 9.8 0 0 LOS: A Lanes: 0 0 2 0 1 Final Vol: 0 1497*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 119 10 0 139 47 54 0 16 0 0 0 PasserByVol: 0 279 12 0 165 322 148 0 90 0 0 0 Initial Fut: 0 1497 485 0 1705 934 433 0 481 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1497 0 0 1705 0 433 0 481 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1497 0 0 1705 0 433 0 481 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1497 0 0 1705 0 433 0 481 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.00 0.00 0.22 0.00 0.14 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 33.2 0.0 0.0 33.2 0.0 12.8 0.0 12.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.65 0.00 0.00 0.37 0.00 0.59 0.00 0.65 0.00 0.00 0.00 Delay/Veh: 0.0 7.8 0.0 0.0 5.6 0.0 20.0 0.0 21.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 7.8 0.0 0.0 5.6 0.0 20.0 0.0 21.2 0.0 0.0 0.0 LOS by Move: A A A A A A B- A C+ A A A HCM2k95thQ: 0 2 0 0 0 0 10 0 11 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1705 0 Lanes: 1 0 4 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 433 2 0 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.654 0 0 0 � Avg Crit Del (sec/veh): 11.1 � 0 481... 2 Avg Delay (sec/veh): 9.8 0 0 LOS: A Lanes: 0 0 2 0 1 Final Vol: 0 1497*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 119 10 0 139 47 54 0 16 0 0 0 PasserByVol: 0 279 12 0 165 322 148 0 90 0 0 0 Initial Fut: 0 1497 485 0 1705 934 433 0 481 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1497 0 0 1705 0 433 0 481 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1497 0 0 1705 0 433 0 481 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1497 0 0 1705 0 433 0 481 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.00 0.00 0.22 0.00 0.14 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 33.2 0.0 0.0 33.2 0.0 12.8 0.0 12.8 0.0 0.0 0.0 Volume/Cap: 0.00 0.65 0.00 0.00 0.37 0.00 0.59 0.00 0.65 0.00 0.00 0.00 Delay/Veh: 0.0 7.8 0.0 0.0 5.6 0.0 20.0 0.0 21.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 7.8 0.0 0.0 5.6 0.0 20.0 0.0 21.2 0.0 0.0 0.0 LOS by Move: A A A A A A B- A C+ A A A HCM2k95thQ: 0 2 0 0 0 0 10 0 11 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-60 0 0 0 0 Critical V/C: 0.912 0 0 0 � Avg Crit Del (sec/veh): 20.7 � 0 675`** 2 Avg Delay (sec/veh): 14.8 0 0 LOS: B Lanes: 0 0 2 0 1 Final Vol: 0 2083*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 705 381 0 577 47 54 0 210 0 0 0 PasserByVol: 0 279 12 0 165 322 148 0 90 0 0 0 Initial Fut: 0 2083 856 0 2143 934 433 0 675 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2083 0 0 2143 0 433 0 675 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2083 0 0 2143 0 433 0 675 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2083 0 0 2143 0 433 0 675 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.55 0.00 0.00 0.28 0.00 0.14 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 33.1 0.0 0.0 33.1 0.0 12.9 0.0 12.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.91 0.00 0.00 0.47 0.00 0.58 0.00 0.91 0.00 0.00 0.00 Delay/Veh: 0.0 15.7 0.0 0.0 6.2 0.0 19.9 0.0 36.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 15.7 0.0 0.0 6.2 0.0 19.9 0.0 36.0 0.0 0.0 0.0 LOS by Move: A B A A A A B- A D+ A A A HCM2k95thQ: 0 8 0 0 0 0 10 0 20 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 2143 0 Lanes: 1 0 4 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 433 2 0 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.912 0 0 0 � Avg Crit Del (sec/veh): 20.7 � 0 675`** 2 Avg Delay (sec/veh): 14.8 0 0 LOS: B Lanes: 0 0 2 0 1 Final Vol: 0 2083*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 705 381 0 577 47 54 0 210 0 0 0 PasserByVol: 0 279 12 0 165 322 148 0 90 0 0 0 Initial Fut: 0 2083 856 0 2143 934 433 0 675 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2083 0 0 2143 0 433 0 675 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2083 0 0 2143 0 433 0 675 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2083 0 0 2143 0 433 0 675 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 2.00 1.00 0.00 4.00 1.00 2.00 0.00 2.00 0.00 0.00 0.00 Final Sat.: 0 3800 1750 0 7600 1750 3150 0 3150 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.55 0.00 0.00 0.28 0.00 0.14 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 33.1 0.0 0.0 33.1 0.0 12.9 0.0 12.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.91 0.00 0.00 0.47 0.00 0.58 0.00 0.91 0.00 0.00 0.00 Delay/Veh: 0.0 15.7 0.0 0.0 6.2 0.0 19.9 0.0 36.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 15.7 0.0 0.0 6.2 0.0 19.9 0.0 36.0 0.0 0.0 0.0 LOS by Move: A B A A A A B- A D+ A A A HCM2k95thQ: 0 8 0 0 0 0 10 0 20 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-61 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 57 1785*** 400 Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 34*** 1 2 670*** 0 Loss Time (sec): 12 0 12 1 Critical V/C: 0.625 0 6 0 Avg Crit Del (sec/veh): 33.1 1 18 1 Avg Delay (sec/veh): 36.6 1 160 LOS: D+ t Lanes: 1 0 2 1 0 Final Vol: 43*** 1057 77 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 0 100 1 32 123 0 0 0 0 3 0 1 PasserByVol: 0 83 8 116 140 0 0 0 0 7 0 209 Initial Fut: 43 1057 77 400 1785 57 34 12 18 160 6 670 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 1057 77 400 1785 57 34 12 18 160 6 670 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1057 77 400 1785 57 34 12 18 160 6 670 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 1057 77 400 1785 57 34 12 18 160 6 670 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.79 0.21 2.00 3.00 1.00 1.00 1.00 1.00 1.93 0.07 2.00 Final Sat.: 1750 5219 380 3150 5700 1750 1750 1900 1750 3422 128 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.20 0.20 0.13 0.31 0.03 0.02 0.01 0.01 0.05 0.05 0.21 Crit Moves: **** **** **** **** Green Time: 7.0 43.1 43.1 27.0 63.1 63.1 10.0 10.0 10.0 42.9 42.9 42.9 Volume/Cap: 0.47 0.63 0.63 0.63 0.67 0.07 0.26 0.09 0.14 0.15 0.15 0.67 Delay/Veh: 66.1 40.0 40.0 51.6 28.5 19.8 60.1 58.5 59.0 33.0 33.0 41.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.1 40.0 40.0 51.6 28.5 19.8 60.1 58.5 59.0 33.0 33.0 41.7 LOS by Move: E D D D- C B- E E+ E+ C- C- D HCM2k95thQ: 4 23 23 17 32 3 3 1 2 5 5 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-62 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 124 1833 623*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 432*** 1 2 763*** Loss Time (sec): 12 0 0 47 1 Critical V/C: 1.015 0 37 0 Avg Crit Del (sec/veh): 87.5 1 104 1 Avg Delay (sec/veh): 68.6 1 411 LOS: E Lanes: 1 0 2 1 0 Final Vol: 96 1209*** 123 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 53 252 47 255 171 67 398 35 86 254 31 94 PasserByVol: 0 83 8 116 140 0 0 0 0 7 0 209 Initial Fut: 96 1209 123 623 1833 124 432 47 104 411 37 763 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 1209 123 623 1833 124 432 47 104 411 37 763 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 1209 123 623 1833 124 432 47 104 411 37 763 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 1209 123 623 1833 124 432 47 104 411 37 763 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.71 0.29 2.00 3.00 1.00 1.00 1.00 1.00 1.84 0.16 2.00 Final Sat.: 1750 5082 517 3150 5700 1750 1750 1900 1750 3257 293 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.24 0.24 0.20 0.32 0.07 0.25 0.02 0.06 0.13 0.13 0.24 Crit Moves **** **** **** **** Green Time: 8.4 31.6 31.6 26.3 49.5 49.5 32.8 32.8 32.8 32.2 32.2 32.2 Volume/Cap: 0.88 1.01 1.01 1.01 0.88 0.19 1.01 0.10 0.24 0.53 0.53 1.01 Delay/Veh: 112.4 80.3 80.3 94.5 44.5 29.3 98.5 39.7 41.4 45.4 45.4 88.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 112.4 80.3 80.3 94.5 44.5 29.3 98.5 39.7 41.4 45.4 45.4 88.0 LOS by Move: F F F F D C F D D D D F HCM2k95thQ: 9 35 35 33 41 7 42 3 7 15 15 37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-63 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 534*** 1005 353 Lanes: 1 0 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 124 487 2 1 269 Loss Time (sec): 12 0 0 1493*** 2 Critical V/C: 0.963 2 753 0 7;11 Avg Crit Del (sec/veh): 64.5 0 340 1 Avg Delay (sec/veh): 52.3 2 258*** LOS: D - t* Lanes: 1 0 2 1 0 Final Vol: 157*** 378 109 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 152 314 88 287 904 429 426 1348 327 207 613 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 314 88 287 904 429 426 1348 327 207 613 201 Added Vol: 5 48 11 10 75 40 37 85 13 30 66 16 PasserByVol: 0 16 10 56 26 65 24 60 0 21 74 52 Initial Fut: 157 378 109 353 1005 534 487 1493 340 258 753 269 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 157 378 109 353 1005 534 487 1493 340 258 753 269 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 378 109 353 1005 534 487 1493 340 258 753 269 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 157 378 109 353 1005 534 487 1493 340 258 753 269 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.30 0.70 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 4345 1253 1750 3800 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.20 0.26 0.31 0.15 0.39 0.19 0.08 0.20 0.15 Crit Moves: **** **** **** **** Green Time: 11.6 15.3 15.3 35.5 39.3 39.3 26.8 50.6 50.6 10.5 34.3 34.3 Volume/Cap: 0.96 0.70 0.70 0.70 0.83 0.96 0.72 0.96 0.48 0.96 0.72 0.55 Delay/Veh: 115.2 55.5 55.5 44.0 44.5 70.6 48.7 50.7 27.5 101.2 42.8 39.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 115.2 55.5 55.5 44.0 44.5 70.6 48.7 50.7 27.5 101.2 42.8 39.7 LOS by Move: F E+ E+ D D E D D C F D D HCM2k95thQ: 15 12 12 22 30 39 18 48 13 14 21 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Page 2-64 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 665*** 1101 525 Lanes: 1 0 2 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 124 626 2 1 336 Loss Time (sec): 12 0 0 1564*** 2 Critical V/C: 1.075 2 814 0 7;11 Avg Crit Del (sec/veh): 97.4 0 351 1 Avg Delay (sec/veh): 69.7 2 258*** LOS: E t Lanes: 1 0 2 1 0 Final Vol: 171*** 423 109 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 152 314 88 287 904 429 426 1348 327 207 613 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 314 88 287 904 429 426 1348 327 207 613 201 Added Vol: 19 93 11 182 171 171 176 156 24 30 127 83 PasserByVol: 0 16 10 56 26 65 24 60 0 21 74 52 Initial Fut: 171 423 109 525 1101 665 626 1564 351 258 814 336 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 423 109 525 1101 665 626 1564 351 258 814 336 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 423 109 525 1101 665 626 1564 351 258 814 336 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 423 109 525 1101 665 626 1564 351 258 814 336 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.36 0.64 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 4451 1147 1750 3800 1750 3150 3800 1750 3150 3800 1750 ------------ I --------------- Capacity Analysis II Module: ---------------II---------------II---------------I Vol/Sat: 0.10 0.10 0.10 0.30 0.29 0.38 0.20 0.41 0.20 0.08 0.21 0.19 Crit Moves: **** **** **** **** Green Time: 11.3 13.3 13.3 41.8 43.8 43.8 27.4 47.5 47.5 9.4 29.5 29.5 Volume/Cap: 1.08 0.89 0.89 0.89 0.82 1.08 0.90 1.08 0.52 1.08 0.90 0.81 Delay/Veh: 149.2 69.9 69.9 54.3 40.6 98.2 61.7 85.0 30.3 136.8 57.7 55.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 149.2 69.9 69.9 54.3 40.6 98.2 61.7 85.0 30.3 136.8 57.7 55.6 LOS by Move: F E E D- D F E F C F E+ E+ HCM2k95thQ: 18 15 15 33 30 54 25 59 14 16 28 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-65 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1358*** 73 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 125 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 1 0 2.9 0 A 2 1! 0 0 1 0 13 Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1358*** 73 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 125 Loss Time (sec): 6 Critical V/C: 0.414 Avg Crit Del (sec/veh): 3.5 Avg Delay (sec/veh): 2.9 LOS: A t 1 0 1 1 0 1 549 13 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 0 34 0 1! 1*** 0 0 11 Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 459 13 73 1192 2 1 2 1 11 1 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 459 13 73 1192 2 1 2 1 11 1 34 Added Vol: 0 64 0 0 119 0 0 0 0 0 0 0 PasserByVol: 0 26 0 0 47 0 0 0 0 0 0 0 Initial Fut: 1 549 13 73 1358 2 1 2 1 11 1 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 549 13 73 1358 2 1 2 1 11 1 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 549 13 73 1358 2 1 2 1 11 1 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 549 13 73 1358 2 1 2 1 11 1 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.95 0.05 1.00 1.99 0.01 0.25 0.50 0.25 0.24 0.02 0.74 Final Sat.: 1750 3614 86 1750 3695 5 438 875 438 418 38 1293 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.15 0.15 0.04 0.37 0.37 0.00 0.00 0.00 0.03 0.03 0.03 Crit Moves: **** **** Green Time: 109.0 109 109.0 109.0 109 109.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.00 0.17 0.17 0.05 0.42 0.42 0.03 0.03 0.03 0.33 0.33 0.33 Delay/Veh: 1.0 1.2 1.2 1.1 1.7 1.7 53.1 53.1 53.1 55.7 55.7 55.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.0 1.2 1.2 1.1 1.7 1.7 53.1 53.1 53.1 55.7 55.7 55.7 LOS by Move: A A A A A A D- D- D- E+ E+ E+ HCM2k95thQ: 0 4 4 1 10 10 0 0 0 4 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-66 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1464*** 73 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 125 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 1 0 2.8 0 A 2 1! 0 0 1 0 13 Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1464*** 73 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 125 Loss Time (sec): 6 Critical V/C: 0.444 Avg Crit Del (sec/veh): 3.4 Avg Delay (sec/veh): 2.8 LOS: A t 1 0 1 1 0 1 608 13 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 0 34 0 1! 1*** 0 0 11 Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 459 13 73 1192 2 1 2 1 11 1 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 459 13 73 1192 2 1 2 1 11 1 34 Added Vol: 0 123 0 0 225 0 0 0 0 0 0 0 PasserByVol: 0 26 0 0 47 0 0 0 0 0 0 0 Initial Fut: 1 608 13 73 1464 2 1 2 1 11 1 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 608 13 73 1464 2 1 2 1 11 1 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 608 13 73 1464 2 1 2 1 11 1 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 608 13 73 1464 2 1 2 1 11 1 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.96 0.04 1.00 1.99 0.01 0.25 0.50 0.25 0.24 0.02 0.74 Final Sat.: 1750 3622 77 1750 3695 5 438 875 438 418 38 1293 ------------ I --------------- II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.17 0.04 0.40 0.40 0.00 0.00 0.00 0.03 0.03 0.03 Crit Moves: **** **** Green Time: 109.0 109 109.0 109.0 109 109.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.00 0.19 0.19 0.05 0.45 0.45 0.03 0.03 0.03 0.33 0.33 0.33 Delay/Veh: 1.0 1.3 1.3 1.1 1.8 1.8 53.1 53.1 53.1 55.7 55.7 55.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.0 1.3 1.3 1.1 1.8 1.8 53.1 53.1 53.1 55.7 55.7 55.7 LOS by Move: A A A A A A D- D- D- E+ E+ E+ HCM2k95thQ: 0 4 4 1 12 12 0 0 0 4 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-67 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Signal=Permit Final Vol: Lanes: Rights=Include 23 0 1 3 0 0 26 1 Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 26 1267*** 65 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 80 Loss Time (sec): 6 Critical V/C: 0.399 Avg Crit Del (sec/veh): 3.3 Avg Delay (sec/veh): 4.0 LOS: A t 1 0 1 1 0 17 506 40 Sig nal=Permit/Rights=l ncl u d e Signal=Permit Rights=lndude Lanes: Final Vol: 1 30 0 0 2- 1 0 34 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 423 40 65 1111 26 23 3 26 34 2 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 423 40 65 1111 26 23 3 26 34 2 30 Added Vol: 0 64 0 0 119 0 0 0 0 0 0 0 PasserByVol: 0 19 0 0 37 0 0 0 0 0 0 0 Initial Fut: 17 506 40 65 1267 26 23 3 26 34 2 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 506 40 65 1267 26 23 3 26 34 2 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 506 40 65 1267 26 23 3 26 34 2 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 506 40 65 1267 26 23 3 26 34 2 30 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.85 0.15 1.00 1.96 0.04 0.88 0.12 1.00 0.94 0.06 1.00 Final Sat.: 1750 3429 271 1750 3626 74 1592 208 1750 1700 100 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.15 0.15 0.04 0.35 0.35 0.01 0.01 0.01 0.02 0.02 0.02 Crit Moves: **** **** Green Time: 64.0 64.0 64.0 64.0 64.0 64.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.18 0.18 0.05 0.44 0.44 0.12 0.12 0.12 0.16 0.16 0.14 Delay/Veh: 1.6 1.9 1.9 1.7 2.6 2.6 31.3 31.3 31.3 31.6 31.6 31.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.6 1.9 1.9 1.7 2.6 2.6 31.3 31.3 31.3 31.6 31.6 31.4 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 3 3 1 10 10 1 1 1 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-68 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Signal=Permit Final Vol: Lanes: Rights=Include 23 0 1 3 0 0 26 1 Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 26 1359*** 79 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 80 Loss Time (sec): 6 Critical V/C: 0.426 Avg Crit Del (sec/veh): 3.4 Avg Delay (sec/veh): 4.1 LOS: A t 1 0 1 1 0 17 557 40 Sig nal=Permit/Rights=l ncl u d e Signal=Permit Rights=lndude Lanes: Final Vol: 1 39 0 0 2- 1 0 34 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 423 40 65 1111 26 23 3 26 34 2 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 423 40 65 1111 26 23 3 26 34 2 30 Added Vol: 0 115 0 14 211 0 0 0 0 0 0 9 PasserByVol: 0 19 0 0 37 0 0 0 0 0 0 0 Initial Fut: 17 557 40 79 1359 26 23 3 26 34 2 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 557 40 79 1359 26 23 3 26 34 2 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 557 40 79 1359 26 23 3 26 34 2 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 557 40 79 1359 26 23 3 26 34 2 39 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.86 0.14 1.00 1.96 0.04 0.88 0.12 1.00 0.94 0.06 1.00 Final Sat.: 1750 3452 248 1750 3630 69 1592 208 1750 1700 100 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.16 0.16 0.05 0.37 0.37 0.01 0.01 0.01 0.02 0.02 0.02 Crit Moves: **** **** Green Time: 64.0 64.0 64.0 64.0 64.0 64.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.20 0.20 0.06 0.47 0.47 0.12 0.12 0.12 0.16 0.16 0.18 Delay/Veh: 1.6 1.9 1.9 1.7 2.7 2.7 31.3 31.3 31.3 31.6 31.6 31.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.6 1.9 1.9 1.7 2.7 2.7 31.3 31.3 31.3 31.6 31.6 31.7 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 4 4 1 11 11 1 1 1 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-69 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 193 632- 395 Lanes: 1 0 4 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 88 1 0 134 Loss Time (sec): 12 0 1 864**' 1 Critical V/C: 0.813 1 510 1 Avg Crit Del (sec/veh): 50.6 0 89 0 Avg Delay (sec/veh): 45.2 1 164"` LOS: D Lanes: 1 0 2 0 1 Final Vol: 99*"* 312 112 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 236 103 393 487 184 82 839 89 138 500 133 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 236 103 393 487 184 82 839 89 138 500 133 Added Vol: 0 64 9 0 119 0 0 25 0 26 10 0 PasserByVol: 0 12 0 2 26 9 6 0 0 0 0 1 Initial Fut: 99 312 112 395 632 193 88 864 89 164 510 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 312 112 395 632 193 88 864 89 164 510 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 312 112 395 632 193 88 864 89 164 510 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 312 112 395 632 193 88 864 89 164 510 134 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.81 0.19 1.00 1.57 0.43 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3354 346 1750 2930 770 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.08 0.06 0.13 0.33 0.11 0.05 0.26 0.26 0.09 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 9.4 25.6 41.1 39.1 55.3 55.3 13.4 42.8 42.8 15.6 45.0 45.0 Volume/Cap: 0.81 0.43 0.21 0.43 0.81 0.27 0.51 0.81 0.81 0.81 0.52 0.52 Delay/Veh: 94.4 48.7 35.1 39.3 41.8 26.7 60.1 46.9 46.9 79.9 36.8 36.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 94.4 48.7 35.1 39.3 41.8 26.7 60.1 46.9 46.9 79.9 36.8 36.8 LOS by Move: F D D+ D D C E D D E- D+ D+ HCM2k95thQ: 9 11 7 15 39 11 7 33 33 15 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-70 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 203 671*'* 438 Lanes: 1 0 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 92 1 0 154 Loss Time (sec): 12 0 1 864**' 1 Critical V/C: 0.835 1 510 1 Avg Crit Del (sec/veh): 52.3 0 89 0 Avg Delay (sec/veh): 46.2 1 164"` LOS: D Lanes: 1 0 2 0 1 Final Vol: 99*"* 338 112 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 236 103 393 487 184 82 839 89 138 500 133 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 236 103 393 487 184 82 839 89 138 500 133 Added Vol: 0 90 9 43 158 10 4 25 0 26 10 20 PasserByVol: 0 12 0 2 26 9 6 0 0 0 0 1 Initial Fut: 99 338 112 438 671 203 92 864 89 164 510 154 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 338 112 438 671 203 92 864 89 164 510 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 338 112 438 671 203 92 864 89 164 510 154 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 338 112 438 671 203 92 864 89 164 510 154 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.81 0.19 1.00 1.52 0.48 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3354 346 1750 2841 858 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.09 0.06 0.14 0.35 0.12 0.05 0.26 0.26 0.09 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 9.1 25.8 41.0 40.4 57.1 57.1 12.9 41.6 41.6 15.1 43.9 43.9 Volume/Cap: 0.84 0.46 0.21 0.46 0.84 0.27 0.55 0.84 0.84 0.84 0.55 0.55 Delay/Veh: 99.8 48.9 35.2 38.9 42.4 25.6 62.3 49.0 49.0 84.2 38.0 38.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 99.8 48.9 35.2 38.9 42.4 25.6 62.3 49.0 49.0 84.2 38.0 38.0 LOS by Move: F D D+ D+ D C E D D F D+ D+ HCM2k95thQ: 10 12 7 16 42 11 8 34 34 15 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-71 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #36: Miller Avenue / Rainbow Drive Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 112 637- 51 1 0 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 90 Loss Time (sec): 12 Critical V/C: Signal=Protect Final Vol: Lanes: Rights=Include Avg Delay (sec/veh): 21.9 86... 1 C+ 0 148 1 1 0 26 58 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 112 637- 51 1 0 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 90 Loss Time (sec): 12 Critical V/C: 0.513 Avg Crit Del (sec/veh): 19.0 Avg Delay (sec/veh): 21.9 LOS: C+ 1 0 1 0 1 19... 291 26 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 34 0 1 93- 0 1 29 Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 208 26 51 469 112 86 148 58 29 93 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 208 26 51 469 112 86 148 58 29 93 34 Added Vol: 0 73 0 0 145 0 0 0 0 0 0 0 PasserByVol: 0 10 0 0 23 0 0 0 0 0 0 0 Initial Fut: 19 291 26 51 637 112 86 148 58 29 93 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 291 26 51 637 112 86 148 58 29 93 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 291 26 51 637 112 86 148 58 29 93 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 291 26 51 637 112 86 148 58 29 93 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.15 0.01 0.03 0.34 0.06 0.05 0.08 0.03 0.02 0.05 0.02 Crit Moves: **** **** **** **** Green Time: 7.0 39.9 39.9 20.3 53.2 53.2 7.8 10.5 10.5 7.3 10.0 10.0 Volume/Cap: 0.14 0.35 0.03 0.13 0.57 0.11 0.57 0.67 0.28 0.20 0.44 0.17 Delay/Veh: 39.2 16.7 14.2 28.0 12.0 8.1 44.4 45.8 37.1 39.3 38.9 36.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 16.7 14.2 28.0 12.0 8.1 44.4 45.8 37.1 39.3 38.9 36.7 LOS by Move: D B B C B A D D D+ D D+ D+ HCM2k95thQ: 1 10 1 2 19 3 7 10 4 2 6 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-72 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #36: Miller Avenue / Rainbow Drive Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 112 675- 51 1 0 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 90 Loss Time (sec): 12 Critical V/C: Signal=Protect Final Vol: Lanes: Rights=Include Avg Delay (sec/veh): 21.8 86... 1 C+ 0 148 1 1 0 26 58 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 112 675- 51 1 0 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 90 Loss Time (sec): 12 Critical V/C: 0.536 Avg Crit Del (sec/veh): 19.1 Avg Delay (sec/veh): 21.8 LOS: C+ 1 0 1 0 1 19... 317 26 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 34 0 1 93- 0 1 29 Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 208 26 51 469 112 86 148 58 29 93 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 208 26 51 469 112 86 148 58 29 93 34 Added Vol: 0 99 0 0 183 0 0 0 0 0 0 0 PasserByVol: 0 10 0 0 23 0 0 0 0 0 0 0 Initial Fut: 19 317 26 51 675 112 86 148 58 29 93 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 317 26 51 675 112 86 148 58 29 93 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 317 26 51 675 112 86 148 58 29 93 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 317 26 51 675 112 86 148 58 29 93 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.17 0.01 0.03 0.36 0.06 0.05 0.08 0.03 0.02 0.05 0.02 Crit Moves: **** **** **** **** Green Time: 7.0 41.3 41.3 19.3 53.6 53.6 7.4 10.2 10.2 7.2 10.0 10.0 Volume/Cap: 0.14 0.36 0.03 0.14 0.60 0.11 0.60 0.68 0.29 0.21 0.44 0.17 Delay/Veh: 39.2 16.1 13.4 28.8 12.3 7.9 46.5 47.1 37.4 39.5 38.9 36.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 16.1 13.4 28.8 12.3 7.9 46.5 47.1 37.4 39.5 38.9 36.7 LOS by Move: D B B C B A D D D+ D D+ D+ HCM2k95thQ: 1 11 1 2 20 3 7 10 4 2 6 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-73 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #37: Finch Avenue / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 71*** 0 84 Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 162 1 0 107 Loss Time (sec): 12 0 1 1575*** 2 Critical V/C: 0.666 2 1111 0 Avg Crit Del (sec/veh): 23.3 0 114 1 Avg Delay (sec/veh): 22.5 1 154*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 98*** 0 72 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 98 0 72 60 0 50 134 1366 114 144 868 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 0 72 60 0 50 134 1366 114 144 868 82 Added Vol: 0 0 0 0 0 0 0 106 0 0 112 0 PasserByVol: 0 0 0 24 0 21 28 103 0 10 131 25 Initial Fut: 98 0 72 84 0 71 162 1575 114 154 1111 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 0 72 84 0 71 162 1575 114 154 1111 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 0 72 84 0 71 162 1575 114 154 1111 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 0 72 84 0 71 162 1575 114 154 1111 107 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.73 0.27 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5107 492 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.04 0.03 0.00 0.04 0.09 0.41 0.07 0.09 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 10.1 0.0 26.0 7.3 0.0 7.3 27.0 74.7 74.7 15.9 63.5 63.5 Volume/Cap: 0.67 0.00 0.19 0.44 0.00 0.67 0.41 0.67 0.10 0.67 0.41 0.41 Delay/Veh: 64.3 0.0 38.7 56.0 0.0 70.0 40.4 15.3 9.2 56.7 17.1 17.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.3 0.0 38.7 56.0 0.0 70.0 40.4 15.3 9.2 56.7 17.1 17.1 LOS by Move: E A D+ E+ A E D B A E+ B B HCM2k95thQ: 10 0 5 5 0 8 10 30 3 11 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Page 2-74 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #37: Finch Avenue / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 71*** 0 84 Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 162 1 0 107 Loss Time (sec): 12 0 1 1818*** 2 Critical V/C: 0.737 2 1239 0 Avg Crit Del (sec/veh): 23.7 0 114 1 Avg Delay (sec/veh): 22.3 1 154*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 98*** 0 72 Signal=Spl it/Rights=Overlap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 98 0 72 60 0 50 134 1366 114 144 868 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 0 72 60 0 50 134 1366 114 144 868 82 Added Vol: 0 0 0 0 0 0 0 349 0 0 240 0 PasserByVol: 0 0 0 24 0 21 28 103 0 10 131 25 Initial Fut: 98 0 72 84 0 71 162 1818 114 154 1239 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 0 72 84 0 71 162 1818 114 154 1239 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 0 72 84 0 71 162 1818 114 154 1239 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 0 72 84 0 71 162 1818 114 154 1239 107 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.75 0.25 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5154 445 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.04 0.03 0.00 0.04 0.09 0.48 0.07 0.09 0.24 0.24 Crit Moves: **** **** **** **** Green Time: 9.1 0.0 23.5 6.6 0.0 6.6 25.7 77.9 77.9 14.3 66.6 66.6 Volume/Cap: 0.74 0.00 0.21 0.48 0.00 0.74 0.43 0.74 0.10 0.74 0.43 0.43 Delay/Veh: 73.5 0.0 40.8 57.2 0.0 81.3 41.7 15.3 7.9 63.9 15.7 15.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.5 0.0 40.8 57.2 0.0 81.3 41.7 15.3 7.9 63.9 15.7 15.7 LOS by Move: E A D E+ A F D B A E B B HCM2k95thQ: 11 0 5 5 0 9 10 35 3 12 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-75 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l nd u d e Signal=Protect Final Vol: Lanes: Rights=Include 33 1 0 0 1259*** 2 Vol Cnt Date: 0 Signal=Protect Rights=lndude 280 1 135 Signal=Spl it/Rights=l nd u d e 77 195 67- 0 0 1! 0 4 0 Vol Cnt Date: n/a Signal=Protect Rights=lndude Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.910 Avg Crit Del (sec/veh): 61.6 Avg Delay (sec/veh): 52.2 LOS: D- -4) 4t t t ro-- Lanes: 0 1 0 0 1 Final Vol: 367*** 75 176 Signal=Spl it/Rights=Oved ap Lanes: Final Vol: 0 20 1 1 965 0 1 103*** Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 59 135 65 189 76 30 1074 226 91 801 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 59 135 65 189 76 30 1074 226 91 801 19 Added Vol: 0 0 1 0 0 0 0 87 0 1 133 0 PasserByVol: 119 16 40 2 6 1 3 98 54 11 31 1 Initial Fut: 367 75 176 67 195 77 33 1259 280 103 965 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 367 75 176 67 195 77 33 1259 280 103 965 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 75 176 67 195 77 33 1259 280 103 965 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 367 75 176 67 195 77 33 1259 280 103 965 20 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.83 0.17 1.00 0.20 0.57 0.23 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 1495 305 1750 346 1007 397 1750 3800 1750 1750 3625 75 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.10 0.19 0.19 0.19 0.02 0.33 0.16 0.06 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 36.4 36.4 45.1 28.7 28.7 28.7 9.4 49.1 49.1 8.7 48.4 48.4 Volume/Cap: 0.91 0.91 0.30 0.91 0.91 0.91 0.27 0.91 0.44 0.91 0.74 0.74 Delay/Veh: 68.9 68.9 33.5 77.6 77.6 77.6 60.7 50.1 33.0 120.0 40.1 40.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 68.9 68.9 33.5 77.6 77.6 77.6 60.7 50.1 33.0 120.0 40.1 40.1 LOS by Move: E E C- E- E- E- E D C- F D D HCM2k95thQ: 34 34 ll 32 32 32 3 41 17 10 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-76 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l nd u d e Signal=Protect Final Vol: Lanes: Rights=Include 33 1 0 0 1303*** 2 Vol Cnt Date: 0 Signal=Protect Rights=lndude 280 1 135 Signal=Spl it/Rights=l nd u d e 77 195 67- 0 0 1! 0 4 0 Vol Cnt Date: n/a Signal=Protect Rights=lndude Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.936 Avg Crit Del (sec/veh): 66.1 Avg Delay (sec/veh): 54.4 LOS: D- -4) *t t Lanes: 0 1 0 0 1 Final Vol: 367*** 75 206 Signal=Spl it/Rights=Oved ap Lanes: Final Vol: 0 20 1 1 996 0 1 124*** Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 59 135 65 189 76 30 1074 226 91 801 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 59 135 65 189 76 30 1074 226 91 801 19 Added Vol: 0 0 31 0 0 0 0 131 0 22 164 0 PasserByVol: 119 16 40 2 6 1 3 98 54 11 31 1 Initial Fut: 367 75 206 67 195 77 33 1303 280 124 996 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 367 75 206 67 195 77 33 1303 280 124 996 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 75 206 67 195 77 33 1303 280 124 996 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 367 75 206 67 195 77 33 1303 280 124 996 20 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.83 0.17 1.00 0.20 0.57 0.23 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 1495 305 1750 346 1007 397 1750 3800 1750 1750 3627 73 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.12 0.19 0.19 0.19 0.02 0.34 0.16 0.07 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 35.4 35.4 45.6 27.9 27.9 27.9 9.5 49.4 49.4 10.2 50.2 50.2 Volume/Cap: 0.94 0.94 0.35 0.94 0.94 0.94 0.27 0.94 0.44 0.94 0.74 0.74 Delay/Veh: 74.9 74.9 33.9 84.0 84.0 84.0 60.7 53.3 32.8 120.8 38.9 38.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 74.9 74.9 33.9 84.0 84.0 84.0 60.7 53.3 32.8 120.8 38.9 38.9 LOS by Move: E E C- F F F E D- C- F D+ D+ HCM2k95thQ: 35 35 13 32 32 32 3 43 16 12 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-77 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #39: Tantau Avenue / Pruneridge Avenue Sig nal=Protect/Rights=Include Final Vol: 0 419 253 - Lanes: 0 0 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 100 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.515 0 0 0 � Avg Crit Del (sec/veh): 27.2 � 0 0 0 Avg Delay (sec/veh): 23.4 1 175`*` LOS: C Lanes: 0 0 1 0 1 Final Vol: 0 378 591`*` Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 205 399 249 296 0 0 0 0 135 0 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 205 399 249 296 0 0 0 0 135 0 79 Added Vol: 0 1 2 0 1 0 0 0 0 2 0 0 PasserByVol: 0 172 190 4 122 0 0 0 0 38 0 21 Initial Fut: 0 378 591 253 419 0 0 0 0 175 0 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 378 591 253 419 0 0 0 0 175 0 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 378 591 253 419 0 0 0 0 175 0 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 378 591 253 419 0 0 0 0 175 0 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.34 0.14 0.22 0.00 0.00 0.00 0.00 0.10 0.00 0.06 Crit Moves: **** **** **** Green Time: 0.0 64.6 91.7 39.3 104 0.0 0.0 0.0 0.0 27.2 0.0 27.2 Volume/Cap: 0.00 0.43 0.52 0.52 0.30 0.00 0.00 0.00 0.00 0.52 0.00 0.29 Delay/Veh: 0.0 25.7 13.0 43.3 6.1 0.0 0.0 0.0 0.0 51.9 0.0 48.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 25.7 13.0 43.3 6.1 0.0 0.0 0.0 0.0 51.9 0.0 48.7 LOS by Move: A C B D A A A A A D- A D HCM2k95thQ: 0 19 24 17 11 0 0 0 0 14 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-78 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #39: Tantau Avenue / Pruneridge Avenue Sig nal=Protect/Rights=Include Final Vol: 0 440 253 - Lanes: 0 0 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 100 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.546 0 0 0 � Avg Crit Del (sec/veh): 27.2 � 0 0 0 Avg Delay (sec/veh): 23.9 1 210`*` LOS: C Lanes: 0 0 1 0 1 Final Vol: 0 408 641`*` Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 205 399 249 296 0 0 0 0 135 0 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 205 399 249 296 0 0 0 0 135 0 79 Added Vol: 0 31 52 0 22 0 0 0 0 37 0 0 PasserByVol: 0 172 190 4 122 0 0 0 0 38 0 21 Initial Fut: 0 408 641 253 440 0 0 0 0 210 0 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 408 641 253 440 0 0 0 0 210 0 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 408 641 253 440 0 0 0 0 210 0 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 408 641 253 440 0 0 0 0 210 0 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.37 0.14 0.23 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Crit Moves: **** **** **** Green Time: 0.0 63.2 93.9 37.1 100 0.0 0.0 0.0 0.0 30.8 0.0 30.8 Volume/Cap: 0.00 0.48 0.55 0.55 0.32 0.00 0.00 0.00 0.00 0.55 0.00 0.26 Delay/Veh: 0.0 27.3 12.5 45.6 7.5 0.0 0.0 0.0 0.0 50.1 0.0 45.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 27.3 12.5 45.6 7.5 0.0 0.0 0.0 0.0 50.1 0.0 45.6 LOS by Move: A C B D A A A A A D A D HCM2k95thQ: 0 21 26 17 12 0 0 0 0 16 0 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-79 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 67 568 14 - Lanes: 0 1 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 90 269 1 0 31 Loss Time (sec): 12 0 0 8... 1! Critical V/C: 0.749 1! 3- 0 Avg Crit Del (sec/veh): 35.5 0 203 1 Avg Delay (sec/veh): 27.2 0 124 LOS: C Lanes: 2 0 0 1 0 Final Vol: 109 696... 44 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 540 10 5 454 36 88 8 96 22 3 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 540 10 5 454 36 88 8 96 22 3 5 Added Vol: 0 3 0 0 3 0 0 0 0 0 0 0 PasserByVol: 66 153 34 9 111 31 181 0 107 102 0 26 Initial Fut: 109 696 44 14 568 67 269 8 203 124 3 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 696 44 14 568 67 269 8 203 124 3 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 696 44 14 568 67 269 8 203 124 3 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 696 44 14 568 67 269 8 203 124 3 31 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.94 0.06 1.00 1.78 0.22 1.55 0.03 1.42 0.78 0.02 0.20 Final Sat.: 3150 1693 107 1750 3309 390 2715 57 2478 1373 33 343 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.41 0.41 0.01 0.17 0.17 0.10 0.14 0.08 0.09 0.09 0.09 Crit Moves **** **** **** **** Green Time: 16.4 45.5 45.5 7.0 36.2 36.2 15.4 15.4 31.8 10.0 10.0 10.0 Volume/Cap: 0.19 0.81 0.81 0.10 0.43 0.43 0.58 0.81 0.23 0.81 0.81 0.81 Delay/Veh: 31.3 24.3 24.3 38.9 19.6 19.6 35.3 44.3 20.5 61.3 61.3 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 24.3 24.3 38.9 19.6 19.6 35.3 44.3 20.5 61.3 61.3 61.3 LOS by Move: C C C D+ B- B- D+ D C+ E E E HCM2k95thQ: 3 32 32 1 12 12 11 18 6 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-80 0 0 8... 1! Critical V/C: 0.800 1! 3- 0 Avg Crit Del (sec/veh): 39.8 0 203 1 Avg Delay (sec/veh): 28.6 0 124 LOS: C Lanes: 2 0 0 1 0 Final Vol: 109 776... 44 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 540 10 5 454 36 88 8 96 22 3 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 540 10 5 454 36 88 8 96 22 3 5 Added Vol: 0 83 0 0 59 0 0 0 0 0 0 0 PasserByVol: 66 153 34 9 111 31 181 0 107 102 0 26 Initial Fut: 109 776 44 14 624 67 269 8 203 124 3 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 776 44 14 624 67 269 8 203 124 3 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 776 44 14 624 67 269 8 203 124 3 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 776 44 14 624 67 269 8 203 124 3 31 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.95 0.05 1.00 1.80 0.20 1.55 0.03 1.42 0.78 0.02 0.20 Final Sat.: 3150 1703 97 1750 3341 359 2715 57 2478 1373 33 343 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.46 0.46 0.01 0.19 0.19 0.10 0.14 0.08 0.09 0.09 0.09 Crit Moves **** **** **** **** Green Time: 15.8 46.7 46.7 7.0 37.9 37.9 14.3 14.3 30.1 10.0 10.0 10.0 Volume/Cap: 0.20 0.88 0.88 0.10 0.44 0.44 0.62 0.88 0.25 0.81 0.81 0.81 Delay/Veh: 31.9 28.6 28.6 38.9 18.7 18.7 37.0 52.0 21.8 61.3 61.3 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.9 28.6 28.6 38.9 18.7 18.7 37.0 52.0 21.8 61.3 61.3 61.3 LOS by Move: C C C D+ B- B- D+ D- C+ E E E HCM2k95thQ: 3 38 38 1 13 13 11 19 6 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 67 624 14 - Lanes: 0 1 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 90 269 1 0 31 Loss Time (sec): 12 0 0 8... 1! Critical V/C: 0.800 1! 3- 0 Avg Crit Del (sec/veh): 39.8 0 203 1 Avg Delay (sec/veh): 28.6 0 124 LOS: C Lanes: 2 0 0 1 0 Final Vol: 109 776... 44 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 540 10 5 454 36 88 8 96 22 3 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 540 10 5 454 36 88 8 96 22 3 5 Added Vol: 0 83 0 0 59 0 0 0 0 0 0 0 PasserByVol: 66 153 34 9 111 31 181 0 107 102 0 26 Initial Fut: 109 776 44 14 624 67 269 8 203 124 3 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 776 44 14 624 67 269 8 203 124 3 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 776 44 14 624 67 269 8 203 124 3 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 776 44 14 624 67 269 8 203 124 3 31 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.95 0.05 1.00 1.80 0.20 1.55 0.03 1.42 0.78 0.02 0.20 Final Sat.: 3150 1703 97 1750 3341 359 2715 57 2478 1373 33 343 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.46 0.46 0.01 0.19 0.19 0.10 0.14 0.08 0.09 0.09 0.09 Crit Moves **** **** **** **** Green Time: 15.8 46.7 46.7 7.0 37.9 37.9 14.3 14.3 30.1 10.0 10.0 10.0 Volume/Cap: 0.20 0.88 0.88 0.10 0.44 0.44 0.62 0.88 0.25 0.81 0.81 0.81 Delay/Veh: 31.9 28.6 28.6 38.9 18.7 18.7 37.0 52.0 21.8 61.3 61.3 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.9 28.6 28.6 38.9 18.7 18.7 37.0 52.0 21.8 61.3 61.3 61.3 LOS by Move: C C C D+ B- B- D+ D- C+ E E E HCM2k95thQ: 3 38 38 1 13 13 11 19 6 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-81 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 448*** 728 9 Lanes: 1 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 300 1 0 9 Loss Time (sec): 12 1 0 6 o Critical V/C: 0.556 1! 49*** 0 Avg Crit Del (sec/veh): 34.3 0 239*** 1 Avg Delay (sec/veh): 28.8 0 27 LOS: C t Lanes: 1 0 1 1 0 Final Vol: 100*** 442 6 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 75 290 6 9 452 256 215 6 215 27 49 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 75 290 6 9 452 256 215 6 215 27 49 9 Added Vol: 5 0 0 0 0 3 3 0 5 0 0 0 PasserByVol: 20 152 0 0 276 189 82 0 19 0 0 0 Initial Fut: 100 442 6 9 728 448 300 6 239 27 49 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 442 6 9 728 448 300 6 239 27 49 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 442 6 9 728 448 300 6 239 27 49 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 442 6 9 728 448 300 6 239 27 49 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.96 0.04 1.00 0.32 0.58 0.10 Final Sat.: 1750 3650 50 1750 3800 1750 3480 70 1750 556 1009 185 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.12 0.12 0.01 0.19 0.26 0.09 0.09 0.14 0.05 0.05 0.05 Crit Moves: **** **** **** **** Green Time: 11.8 43.1 53.1 21.7 52.9 52.9 28.2 28.2 28.2 10.0 10.0 10.0 Volume/Cap: 0.56 0.32 0.26 0.03 0.42 0.56 0.35 0.35 0.56 0.56 0.56 0.56 Delay/Veh: 52.9 25.7 19.0 38.1 20.9 23.4 36.1 36.1 39.5 54.8 54.8 54.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.9 25.7 19.0 38.1 20.9 23.4 36.1 36.1 39.5 54.8 54.8 54.8 LOS by Move: D- C B- D+ C+ C D+ D+ D D- D- D- HCM2k95thQ: 7 11 9 1 15 22 9 9 15 8 8 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-82 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 504*** 728 9 Lanes: 1 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 379 1 0 9 Loss Time (sec): 12 1 0 6 0 Critical V/C: 0.735 1! 49*** 0 � Avg Crit Del (sec/veh): 43.7 � 0 373*** 1 Avg Delay (sec/veh): 35.3 0 27 LOS: D+ t Lanes: 1 0 1 1 0 Final Vol: 190*** 443 6 Sig nal=ProtecVRights=Overlap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 75 290 6 9 452 256 215 6 215 27 49 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 75 290 6 9 452 256 215 6 215 27 49 9 Added Vol: 95 1 0 0 0 59 82 0 139 0 0 0 PasserByVol: 20 152 0 0 276 189 82 0 19 0 0 0 Initial Fut: 190 443 6 9 728 504 379 6 373 27 49 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 190 443 6 9 728 504 379 6 373 27 49 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 190 443 6 9 728 504 379 6 373 27 49 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 190 443 6 9 728 504 379 6 373 27 49 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.97 0.03 1.00 0.32 0.58 0.10 Final Sat.: 1750 3651 49 1750 3800 1750 3495 55 1750 556 1009 185 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.12 0.12 0.01 0.19 0.29 0.11 0.11 0.21 0.05 0.05 0.05 Crit Moves: **** **** **** **** Green Time: 16.6 40.3 50.3 20.2 43.9 43.9 32.5 32.5 32.5 10.0 10.0 10.0 Volume/Cap: 0.75 0.35 0.28 0.03 0.50 0.75 0.38 0.38 0.75 0.56 0.56 0.56 Delay/Veh: 59.4 27.8 20.8 39.3 27.4 35.7 33.4 33.4 44.1 55.0 55.0 55.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.4 27.8 20.8 39.3 27.4 35.7 33.4 33.4 44.1 55.0 55.0 55.0 LOS by Move: E+ C C+ D C D+ C- C- D D- D- D- HCM2k95thQ: 13 11 9 1 18 29 11 11 24 8 8 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-83 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 299 0 699*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.745 Avg Crit Del (sec/veh): 48.4 Avg Delay (sec/veh): 45.9 LOS: D t 0 0 1! 0 0 58 37 51 *** Signal=Spl it/Rights=l nd u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 242 0 3 1077 0 1 170*** Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 0 0 0 5 0 0 0 106 0 0 112 5 PasserByVol: 2 8 0 236 0 59 36 99 2 3 110 128 Initial Fut: 58 37 51 699 0 299 211 1519 65 170 1077 242 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 37 51 699 0 299 211 1519 65 170 1077 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 37 51 699 0 299 211 1519 65 170 1077 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 37 51 699 0 299 211 1519 65 170 1077 242 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.40 0.25 0.35 2.00 0.00 1.00 1.00 2.87 0.13 1.00 3.00 1.00 Final Sat.: 695 443 611 3150 0 1750 1750 5370 230 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.22 0.00 0.17 0.12 0.28 0.28 0.10 0.19 0.14 Crit Moves: **** **** **** **** Green Time: 16.8 16.8 16.8 44.7 0.0 44.7 29.8 57.0 57.0 19.6 46.7 91.4 Volume/Cap: 0.74 0.74 0.74 0.74 0.00 0.57 0.61 0.74 0.74 0.74 0.61 0.23 Delay/Veh: 78.9 78.9 78.9 50.8 0.0 46.1 57.8 41.7 41.7 75.3 44.5 13.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.9 78.9 78.9 50.8 0.0 46.1 57.8 41.7 41.7 75.3 44.5 13.4 LOS by Move: E- E- E- D A D E+ D D E- D B HCM2k95thQ: 14 14 14 30 0 22 17 35 35 16 24 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 211 1 0 1519*** 2 1 65 0 Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 299 0 699*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.745 Avg Crit Del (sec/veh): 48.4 Avg Delay (sec/veh): 45.9 LOS: D t 0 0 1! 0 0 58 37 51 *** Signal=Spl it/Rights=l nd u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 242 0 3 1077 0 1 170*** Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 0 0 0 5 0 0 0 106 0 0 112 5 PasserByVol: 2 8 0 236 0 59 36 99 2 3 110 128 Initial Fut: 58 37 51 699 0 299 211 1519 65 170 1077 242 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 37 51 699 0 299 211 1519 65 170 1077 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 37 51 699 0 299 211 1519 65 170 1077 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 37 51 699 0 299 211 1519 65 170 1077 242 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.40 0.25 0.35 2.00 0.00 1.00 1.00 2.87 0.13 1.00 3.00 1.00 Final Sat.: 695 443 611 3150 0 1750 1750 5370 230 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.22 0.00 0.17 0.12 0.28 0.28 0.10 0.19 0.14 Crit Moves: **** **** **** **** Green Time: 16.8 16.8 16.8 44.7 0.0 44.7 29.8 57.0 57.0 19.6 46.7 91.4 Volume/Cap: 0.74 0.74 0.74 0.74 0.00 0.57 0.61 0.74 0.74 0.74 0.61 0.23 Delay/Veh: 78.9 78.9 78.9 50.8 0.0 46.1 57.8 41.7 41.7 75.3 44.5 13.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.9 78.9 78.9 50.8 0.0 46.1 57.8 41.7 41.7 75.3 44.5 13.4 LOS by Move: E- E- E- D A D E+ D D E- D B HCM2k95thQ: 14 14 14 30 0 22 17 35 35 16 24 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Page 2-84 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 299 0 833*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.852 Avg Crit Del (sec/veh): 54.0 Avg Delay (sec/veh): 49.1 LOS: D t 0 0 1! 0 0 66 51 *** 51 Signal=Spl it/Rights=l ncl u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 319 0 3 1197 0 Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 8 14 0 139 0 0 1 304 44 0 232 82 PasserByVol: 2 8 0 236 0 59 36 99 2 3 110 128 Initial Fut: 66 51 51 833 0 299 212 1717 109 170 1197 319 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 51 51 833 0 299 212 1717 109 170 1197 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 51 51 833 0 299 212 1717 109 170 1197 319 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 51 51 833 0 299 212 1717 109 170 1197 319 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.40 0.30 0.30 2.00 0.00 1.00 1.00 2.81 0.19 1.00 3.00 1.00 Final Sat.: 688 531 531 3150 0 1750 1750 5265 334 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.26 0.00 0.17 0.12 0.33 0.33 0.10 0.21 0.18 Crit Moves **** **** **** **** Green Time: 16.9 16.9 16.9 46.6 0.0 46.6 27.3 57.4 57.4 17.1 47.3 93.8 Volume/Cap: 0.85 0.85 0.85 0.85 0.00 0.55 0.67 0.85 0.85 0.85 0.67 0.29 Delay/Veh: 93.5 93.5 93.5 55.8 0.0 44.2 62.4 45.9 45.9 93.1 45.5 13.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 93.5 93.5 93.5 55.8 0.0 44.2 62.4 45.9 45.9 93.1 45.5 13.0 LOS by Move: F F F E+ A D E D D F D B HCM2k95thQ: 17 17 17 37 0 22 18 43 43 16 27 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 212 1 0 1717*** 2 1 109 0 Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 299 0 833*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.852 Avg Crit Del (sec/veh): 54.0 Avg Delay (sec/veh): 49.1 LOS: D t 0 0 1! 0 0 66 51 *** 51 Signal=Spl it/Rights=l ncl u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 319 0 3 1197 0 Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 8 14 0 139 0 0 1 304 44 0 232 82 PasserByVol: 2 8 0 236 0 59 36 99 2 3 110 128 Initial Fut: 66 51 51 833 0 299 212 1717 109 170 1197 319 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 51 51 833 0 299 212 1717 109 170 1197 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 51 51 833 0 299 212 1717 109 170 1197 319 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 51 51 833 0 299 212 1717 109 170 1197 319 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.40 0.30 0.30 2.00 0.00 1.00 1.00 2.81 0.19 1.00 3.00 1.00 Final Sat.: 688 531 531 3150 0 1750 1750 5265 334 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.26 0.00 0.17 0.12 0.33 0.33 0.10 0.21 0.18 Crit Moves **** **** **** **** Green Time: 16.9 16.9 16.9 46.6 0.0 46.6 27.3 57.4 57.4 17.1 47.3 93.8 Volume/Cap: 0.85 0.85 0.85 0.85 0.00 0.55 0.67 0.85 0.85 0.85 0.67 0.29 Delay/Veh: 93.5 93.5 93.5 55.8 0.0 44.2 62.4 45.9 45.9 93.1 45.5 13.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 93.5 93.5 93.5 55.8 0.0 44.2 62.4 45.9 45.9 93.1 45.5 13.0 LOS by Move: F F F E+ A D E D D F D B HCM2k95thQ: 17 17 17 37 0 22 18 43 43 16 27 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-85 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 98 6*** 182 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.806 Avg Crit Del (sec/veh): 113.4 Avg Delay (sec/veh): 81.9 LOS: F t 0 0 1! 0 0 94 2 87 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 12 1 2 1368 0 1 293*** Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 110 0 0 117 0 PasserByVol: 0 1 0 39 0 12 5 323 0 88 265 4 Initial Fut: 88 2 82 171 6 92 40 2092 115 275 1286 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 2 87 182 6 98 43 2226 122 293 1368 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 2 87 182 6 98 43 2226 122 293 1368 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 2 87 182 6 98 43 2226 122 293 1368 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.64 0.02 0.34 1.00 2.84 0.16 1.00 2.97 0.03 Final Sat.: 895 20 834 1112 39 599 1750 5308 292 1750 5552 47 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.16 0.16 0.16 0.02 0.42 0.42 0.17 0.25 0.25 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.47 0.47 0.47 0.26 1.18 1.18 0.72 0.50 0.50 Delay/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 131 130.7 52.6 22.5 22.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 131 130.7 52.6 22.5 22.5 LOS by Move: C C C C- C- C- E+ F F D- C+ C+ HCM2k95thQ: 11 11 11 18 18 18 3 72 72 21 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 43 1 0 2226*** 2 1 122 0 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 98 6*** 182 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.806 Avg Crit Del (sec/veh): 113.4 Avg Delay (sec/veh): 81.9 LOS: F t 0 0 1! 0 0 94 2 87 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 12 1 2 1368 0 1 293*** Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 110 0 0 117 0 PasserByVol: 0 1 0 39 0 12 5 323 0 88 265 4 Initial Fut: 88 2 82 171 6 92 40 2092 115 275 1286 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 2 87 182 6 98 43 2226 122 293 1368 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 2 87 182 6 98 43 2226 122 293 1368 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 2 87 182 6 98 43 2226 122 293 1368 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.64 0.02 0.34 1.00 2.84 0.16 1.00 2.97 0.03 Final Sat.: 895 20 834 1112 39 599 1750 5308 292 1750 5552 47 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.16 0.16 0.16 0.02 0.42 0.42 0.17 0.25 0.25 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.47 0.47 0.47 0.26 1.18 1.18 0.72 0.50 0.50 Delay/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 131 130.7 52.6 22.5 22.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 131 130.7 52.6 22.5 22.5 LOS by Move: C C C C- C- C- E+ F F D- C+ C+ HCM2k95thQ: 11 11 11 18 18 18 3 72 72 21 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-86 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 98 6*** 182 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.874 Avg Crit Del (sec/veh): 179.8 Avg Delay (sec/veh): 124.8 LOS: F t 0 0 1! 0 0 94 2 87 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 12 1 2 1578 0 1 293*** Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 443 0 0 314 0 PasserByVol: 0 1 0 39 0 12 5 323 0 88 265 4 Initial Fut: 88 2 82 171 6 92 40 2425 115 275 1483 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 2 87 182 6 98 43 2580 122 293 1578 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 2 87 182 6 98 43 2580 122 293 1578 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 2 87 182 6 98 43 2580 122 293 1578 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.64 0.02 0.34 1.00 2.86 0.14 1.00 2.98 0.02 Final Sat.: 895 20 834 1112 39 599 1750 5346 254 1750 5559 41 ------------ I---------------II---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.16 0.16 0.16 0.02 0.48 0.48 0.17 0.28 0.28 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.47 0.47 0.47 0.26 1.36 1.36 0.72 0.58 0.58 Delay/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 209 209.0 52.6 23.8 23.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 209 209.0 52.6 23.8 23.8 LOS by Move: C C C C- C- C- E+ F F D- C C HCM2k95thQ: 11 11 11 18 18 18 3 98 98 21 26 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 43 1 0 2580*** 2 1 122 0 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 98 6*** 182 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.874 Avg Crit Del (sec/veh): 179.8 Avg Delay (sec/veh): 124.8 LOS: F t 0 0 1! 0 0 94 2 87 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 12 1 2 1578 0 1 293*** Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 443 0 0 314 0 PasserByVol: 0 1 0 39 0 12 5 323 0 88 265 4 Initial Fut: 88 2 82 171 6 92 40 2425 115 275 1483 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 2 87 182 6 98 43 2580 122 293 1578 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 2 87 182 6 98 43 2580 122 293 1578 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 2 87 182 6 98 43 2580 122 293 1578 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.64 0.02 0.34 1.00 2.86 0.14 1.00 2.98 0.02 Final Sat.: 895 20 834 1112 39 599 1750 5346 254 1750 5559 41 ------------ I---------------II---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.16 0.16 0.16 0.02 0.48 0.48 0.17 0.28 0.28 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.47 0.47 0.47 0.26 1.36 1.36 0.72 0.58 0.58 Delay/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 209 209.0 52.6 23.8 23.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 209 209.0 52.6 23.8 23.8 LOS by Move: C C C C- C- C- E+ F F D- C C HCM2k95thQ: 11 11 11 18 18 18 3 98 98 21 26 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-87 0 0 1283 3 Critical V/C: 0.956 3 1449 0 7;11 Avg Crit Del (sec/veh): 89.1 0 995`"` 1 Avg Delay (sec/veh): 82.6 2 379"` LOS: F -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 18... 0 55 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 71 0 0 86 24 30 117 0 PasserByVol: 0 0 0 2 18 4 0 101 343 0 262 0 Initial Fut: 18 0 55 415 585 78 0 1283 995 379 1449 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 0 55 415 585 78 0 1283 995 379 1449 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 0 55 415 585 78 0 1283 995 379 1449 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 0 55 415 585 78 0 1283 995 379 1449 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.17 1.61 0.22 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2059 2903 387 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.20 0.20 0.20 0.00 0.23 0.57 0.12 0.25 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 56.8 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.15 0.00 0.10 0.72 0.72 0.72 0.00 1.06 1.16 0.75 0.68 0.00 Delay/Veh: 47.8 0.0 28.9 57.9 57.9 57.9 0.0 111 131.0 75.7 46.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.8 0.0 28.9 57.9 57.9 57.9 0.0 111 131.0 75.7 46.7 0.0 LOS by Move: D A C E+ E+ E+ A F F E- D A HCM2k95thQ: 6 0 5 32 32 32 0 40 109 21 35 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 78 585 415 - Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 0 0 0 Loss Time (sec): 12 0 0 1283 3 Critical V/C: 0.956 3 1449 0 7;11 Avg Crit Del (sec/veh): 89.1 0 995`"` 1 Avg Delay (sec/veh): 82.6 2 379"` LOS: F -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 18... 0 55 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 71 0 0 86 24 30 117 0 PasserByVol: 0 0 0 2 18 4 0 101 343 0 262 0 Initial Fut: 18 0 55 415 585 78 0 1283 995 379 1449 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 0 55 415 585 78 0 1283 995 379 1449 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 0 55 415 585 78 0 1283 995 379 1449 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 0 55 415 585 78 0 1283 995 379 1449 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.17 1.61 0.22 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2059 2903 387 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.20 0.20 0.20 0.00 0.23 0.57 0.12 0.25 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 56.8 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.15 0.00 0.10 0.72 0.72 0.72 0.00 1.06 1.16 0.75 0.68 0.00 Delay/Veh: 47.8 0.0 28.9 57.9 57.9 57.9 0.0 111 131.0 75.7 46.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.8 0.0 28.9 57.9 57.9 57.9 0.0 111 131.0 75.7 46.7 0.0 LOS by Move: D A C E+ E+ E+ A F F E- D A HCM2k95thQ: 6 0 5 32 32 32 0 40 109 21 35 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-88 0 0 1446 3 Critical V/C: 1.061 3 1646 0 7;11 Avg Crit Del (sec/veh): 128.2 0 1165`*` 1 Avg Delay (sec/veh): 114.6 2 379 - LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 18* 0 55 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 71 0 0 249 194 30 314 0 PasserByVol: 0 0 0 2 18 4 0 101 343 0 262 0 Initial Fut: 18 0 55 415 585 78 0 1446 1165 379 1646 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 0 55 415 585 78 0 1446 1165 379 1646 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 0 55 415 585 78 0 1446 1165 379 1646 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 0 55 415 585 78 0 1446 1165 379 1646 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.17 1.61 0.22 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2059 2903 387 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.20 0.20 0.20 0.00 0.25 0.67 0.12 0.29 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 56.8 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.15 0.00 0.10 0.72 0.72 0.72 0.00 1.19 1.36 0.75 0.77 0.00 Delay/Veh: 47.8 0.0 28.9 57.9 57.9 57.9 0.0 164 215.3 75.7 49.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.8 0.0 28.9 57.9 57.9 57.9 0.0 164 215.3 75.7 49.8 0.0 LOS by Move: D A C E+ E+ E+ A F F E- D A HCM2k95thQ: 6 0 5 32 32 32 0 53 156 21 41 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 78 585 415 - Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 0 0 0 Loss Time (sec): 12 0 0 1446 3 Critical V/C: 1.061 3 1646 0 7;11 Avg Crit Del (sec/veh): 128.2 0 1165`*` 1 Avg Delay (sec/veh): 114.6 2 379 - LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 18* 0 55 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 71 0 0 249 194 30 314 0 PasserByVol: 0 0 0 2 18 4 0 101 343 0 262 0 Initial Fut: 18 0 55 415 585 78 0 1446 1165 379 1646 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 0 55 415 585 78 0 1446 1165 379 1646 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 0 55 415 585 78 0 1446 1165 379 1646 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 0 55 415 585 78 0 1446 1165 379 1646 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.17 1.61 0.22 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2059 2903 387 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.20 0.20 0.20 0.00 0.25 0.67 0.12 0.29 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 56.8 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.15 0.00 0.10 0.72 0.72 0.72 0.00 1.19 1.36 0.75 0.77 0.00 Delay/Veh: 47.8 0.0 28.9 57.9 57.9 57.9 0.0 164 215.3 75.7 49.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.8 0.0 28.9 57.9 57.9 57.9 0.0 164 215.3 75.7 49.8 0.0 LOS by Move: D A C E+ E+ E+ A F F E- D A HCM2k95thQ: 6 0 5 32 32 32 0 53 156 21 41 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-89 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 184 0 85*** Lanes: 1 0 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 109*** 2 0 10 Loss Time (sec): 9 0 1 1680 2 Critical V/C: 0.436 3 2497*** 1 Avg Crit Del (sec/veh): 25.8 0 5 0 Avg Delay (sec/veh): 25.6 1 24 LOS: C t Lanes: 1 0 0 1 0 Final Vol: 37 0 22 Sig nal=Permit/Rights=l ncl u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 10 57 57 12 60 60 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 4.6 4.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 35 0 21 80 0 173 78 1420 5 23 1928 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 0 21 80 0 173 78 1420 5 23 1928 9 Added Vol: 0 0 0 0 0 0 0 87 0 0 155 0 PasserByVol: 0 0 0 0 0 0 24 72 0 0 264 0 Initial Fut: 35 0 21 80 0 173 102 1579 5 23 2347 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 37 0 22 85 0 184 109 1680 5 24 2497 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 0 22 85 0 184 109 1680 5 24 2497 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 0 22 85 0 184 109 1680 5 24 2497 10 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.95 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.32 0.00 1.68 2.00 2.99 0.01 1.00 3.98 0.02 Final Sat.: 1750 0 1800 2314 0 3020 3150 5582 18 1750 7471 29 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.00 0.01 0.04 0.00 0.06 0.03 0.30 0.30 0.01 0.33 0.33 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 55.0 10.0 62.8 62.8 13.2 66.0 66.0 Volume/Cap: 0.06 0.00 0.04 0.11 0.00 0.14 0.45 0.62 0.62 0.14 0.66 0.66 Delay/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 58.7 25.3 25.3 53.6 24.1 24.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 58.7 25.3 25.3 53.6 24.1 24.1 LOS by Move: C A C C A C E+ C C D- C C HCM2k95thQ: 2 0 1 4 0 6 5 27 27 2 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-90 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 184 0 85*** Lanes: 1 0 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 109*** 2 0 10 Loss Time (sec): 9 0 1 1852 2 Critical V/C: 0.465 3 2705*** 1 Avg Crit Del (sec/veh): 26.8 0 5 0 Avg Delay (sec/veh): 26.7 1 24 LOS: C t Lanes: 1 0 0 1 0 Final Vol: 37 0 22 Sig nal=Permit/Rights=l ncl u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 10 57 57 12 60 60 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 4.6 4.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 35 0 21 80 0 173 78 1420 5 23 1928 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 0 21 80 0 173 78 1420 5 23 1928 9 Added Vol: 0 0 0 0 0 0 0 249 0 0 351 0 PasserByVol: 0 0 0 0 0 0 24 72 0 0 264 0 Initial Fut: 35 0 21 80 0 173 102 1741 5 23 2543 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 37 0 22 85 0 184 109 1852 5 24 2705 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 0 22 85 0 184 109 1852 5 24 2705 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 0 22 85 0 184 109 1852 5 24 2705 10 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.95 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.32 0.00 1.68 2.00 2.99 0.01 1.00 3.99 0.01 Final Sat.: 1750 0 1800 2314 0 3020 3150 5584 16 1750 7474 26 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.00 0.01 0.04 0.00 0.06 0.03 0.33 0.33 0.01 0.36 0.36 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 55.0 10.0 62.8 62.8 13.2 66.0 66.0 Volume/Cap: 0.06 0.00 0.04 0.11 0.00 0.14 0.45 0.69 0.69 0.14 0.71 0.71 Delay/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 58.7 26.8 26.8 53.6 25.3 25.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 58.7 26.8 26.8 53.6 25.3 25.3 LOS by Move: C A C C A C E+ C C D- C C HCM2k95thQ: 2 0 1 4 0 6 5 31 31 2 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-91 0 0 1761 5 Critical V/C: 0.707 3 1731*** 0 � Avg Crit Del (sec/veh): 27.8 � 0 0 0 Avg Delay (sec/veh): 25.6 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 45 0 47 0 87 0 0 107 0 PasserByVol: 0 0 0 0 0 17 0 79 0 0 249 0 Initial Fut: 0 0 0 248 0 644 0 1761 0 0 1731 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 248 0 644 0 1761 0 0 1731 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 248 0 644 0 1761 0 0 1731 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 248 0 644 0 1761 0 0 1731 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.37 0.00 0.19 0.00 0.00 0.30 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 62.5 0.0 62.5 0.0 51.5 0.0 0.0 51.5 0.0 Volume/Cap: 0.00 0.00 0.00 0.27 0.00 0.71 0.00 0.43 0.00 0.00 0.71 0.00 Delay/Veh: 0.0 0.0 0.0 16.2 0.0 24.4 0.0 24.0 0.0 0.0 29.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 16.2 0.0 24.4 0.0 24.0 0.0 0.0 29.0 0.0 LOS by Move: A A A B A C A C A A C A HCM2k95thQ: 0 0 0 10 0 34 0 16 0 0 30 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 644*** 0 248 Lanes: 1 0 0 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 0 0 Loss Time (sec): 6 0 0 1761 5 Critical V/C: 0.707 3 1731*** 0 � Avg Crit Del (sec/veh): 27.8 � 0 0 0 Avg Delay (sec/veh): 25.6 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 45 0 47 0 87 0 0 107 0 PasserByVol: 0 0 0 0 0 17 0 79 0 0 249 0 Initial Fut: 0 0 0 248 0 644 0 1761 0 0 1731 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 248 0 644 0 1761 0 0 1731 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 248 0 644 0 1761 0 0 1731 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 248 0 644 0 1761 0 0 1731 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.37 0.00 0.19 0.00 0.00 0.30 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 62.5 0.0 62.5 0.0 51.5 0.0 0.0 51.5 0.0 Volume/Cap: 0.00 0.00 0.00 0.27 0.00 0.71 0.00 0.43 0.00 0.00 0.71 0.00 Delay/Veh: 0.0 0.0 0.0 16.2 0.0 24.4 0.0 24.0 0.0 0.0 29.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 16.2 0.0 24.4 0.0 24.0 0.0 0.0 29.0 0.0 LOS by Move: A A A B A C A C A A C A HCM2k95thQ: 0 0 0 10 0 34 0 16 0 0 30 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-92 0 0 1923 5 Critical V/C: 0.761 3 1885*** 0 � Avg Crit Del (sec/veh): 29.3 � 0 0 0 Avg Delay (sec/veh): 26.5 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 45 0 90 0 249 0 0 261 0 PasserByVol: 0 0 0 0 0 17 0 79 0 0 249 0 Initial Fut: 0 0 0 248 0 687 0 1923 0 0 1885 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 248 0 687 0 1923 0 0 1885 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 248 0 687 0 1923 0 0 1885 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 248 0 687 0 1923 0 0 1885 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.39 0.00 0.20 0.00 0.00 0.33 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 61.9 0.0 61.9 0.0 52.1 0.0 0.0 52.1 0.0 Volume/Cap: 0.00 0.00 0.00 0.27 0.00 0.76 0.00 0.47 0.00 0.00 0.76 0.00 Delay/Veh: 0.0 0.0 0.0 16.6 0.0 27.0 0.0 24.2 0.0 0.0 30.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 16.6 0.0 27.0 0.0 24.2 0.0 0.0 30.1 0.0 LOS by Move: A A A B A C A C A A C A HCM2k95thQ: 0 0 0 11 0 38 0 18 0 0 33 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 687*** 0 248 Lanes: 1 0 0 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 0 0 Loss Time (sec): 6 0 0 1923 5 Critical V/C: 0.761 3 1885*** 0 � Avg Crit Del (sec/veh): 29.3 � 0 0 0 Avg Delay (sec/veh): 26.5 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 45 0 90 0 249 0 0 261 0 PasserByVol: 0 0 0 0 0 17 0 79 0 0 249 0 Initial Fut: 0 0 0 248 0 687 0 1923 0 0 1885 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 248 0 687 0 1923 0 0 1885 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 248 0 687 0 1923 0 0 1885 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 248 0 687 0 1923 0 0 1885 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.39 0.00 0.20 0.00 0.00 0.33 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 61.9 0.0 61.9 0.0 52.1 0.0 0.0 52.1 0.0 Volume/Cap: 0.00 0.00 0.00 0.27 0.00 0.76 0.00 0.47 0.00 0.00 0.76 0.00 Delay/Veh: 0.0 0.0 0.0 16.6 0.0 27.0 0.0 24.2 0.0 0.0 30.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 16.6 0.0 27.0 0.0 24.2 0.0 0.0 30.1 0.0 LOS by Move: A A A B A C A C A A C A HCM2k95thQ: 0 0 0 11 0 38 0 18 0 0 33 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-93 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 314 110 409*** Lanes: 1 0 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 100 291 2 1 126 Loss Time (sec): 12 0 0 1892*** 2 Critical V/C: 0.863 3 1183 1 Avg Crit Del (sec/veh): 36.8 0 400 0 Avg Delay (sec/veh): 33.3 2 168*** LOS: C- t Lanes: 1 1 0 0 1 Final Vol: 474*** 61 197 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 10 189 409 21 187 217 1788 257 166 1077 126 Added Vol: 121 51 0 0 89 127 74 94 131 0 101 0 PasserByVol: 15 0 8 0 0 0 0 10 12 2 5 0 Initial Fut: 474 61 197 409 110 314 291 1892 400 168 1183 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 474 61 197 409 110 314 291 1892 400 168 1183 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 474 61 197 409 110 314 291 1892 400 168 1183 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 474 61 197 409 110 314 291 1892 400 168 1183 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.78 0.22 1.00 1.58 0.42 1.00 2.00 2.46 0.54 2.00 3.00 1.00 Final Sat.: 3145 405 1750 2797 752 1750 3150 4621 977 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.11 0.15 0.15 0.18 0.09 0.41 0.41 0.05 0.21 0.07 Crit Moves: **** **** **** **** Green Time: 17.3 17.3 24.3 16.8 16.8 33.4 16.6 46.9 46.9 7.0 37.3 54.1 Volume/Cap: 0.87 0.87 0.46 0.87 0.87 0.54 0.56 0.87 0.87 0.76 0.56 0.13 Delay/Veh: 53.3 53.3 33.1 53.9 53.9 28.0 39.6 27.3 27.3 60.1 25.1 11.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.3 53.3 33.1 53.9 53.9 28.0 39.6 27.3 27.3 60.1 25.1 11.4 LOS by Move: D- D- C- D- D- C D C C E C B+ HCM2k95thQ: 21 21 11 15 15 15 9 36 36 10 18 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Page 2-94 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 336 183*** 409 Lanes: 1 0 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 100 318 2 1 126 Loss Time (sec): 12 0 0 1902*** 2 Critical V/C: 0.925 3 1188 1 � Avg Crit Del (sec/veh): 44.3 � 0 400 0 Avg Delay (sec/veh): 38.7 2 185*** LOS: D+ t Lanes: 1 1 0 0 1 Final Vol: 474*** 155 229 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 10 189 409 21 187 217 1788 257 166 1077 126 Added Vol: 121 145 32 0 162 149 101 104 131 17 106 0 PasserByVol: 15 0 8 0 0 0 0 10 12 2 5 0 Initial Fut: 474 155 229 409 183 336 318 1902 400 185 1188 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 474 155 229 409 183 336 318 1902 400 185 1188 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 474 155 229 409 183 336 318 1902 400 185 1188 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 474 155 229 409 183 336 318 1902 400 185 1188 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.51 0.49 1.00 1.39 0.61 1.00 2.00 2.46 0.54 2.00 3.00 1.00 Final Sat.: 2675 875 1750 2452 1097 1750 3150 4626 973 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.18 0.13 0.17 0.17 0.19 0.10 0.41 0.41 0.06 0.21 0.07 Crit Moves: **** **** **** **** Green Time: 19.0 19.0 26.0 17.9 17.9 34.6 16.7 44.1 44.1 7.0 34.4 52.3 Volume/Cap: 0.93 0.93 0.50 0.93 0.93 0.56 0.61 0.93 0.93 0.84 0.61 0.14 Delay/Veh: 59.7 59.7 32.4 61.2 61.2 27.6 40.6 33.8 33.8 69.7 27.7 12.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.7 59.7 32.4 61.2 61.2 27.6 40.6 33.8 33.8 69.7 27.7 12.3 LOS by Move: E+ E+ C- E E C D C- C- E C B HCM2k95thQ: 25 25 13 18 18 16 10 40 40 11 19 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-95 0 0 869 2 Critical V/C: 0.876 2 478*** 0 Avg Crit Del (sec/veh): 101.0 0 394 1 Avg Delay (sec/veh): 83.6 2 320 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1451 407 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 282 13 84 569 88 40 49 0 10 47 58 PasserByVol: 8 36 29 27 141 14 36 51 32 22 40 15 Initial Fut: 134 1814 407 361 3631 431 466 869 394 320 478 274 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1451 407 361 2868 431 466 869 394 320 478 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1451 407 361 2868 431 466 869 394 320 478 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1451 407 361 2868 431 466 869 394 320 478 274 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.23 0.11 0.50 0.25 0.15 0.23 0.23 0.10 0.13 0.16 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.55 0.40 0.93 1.01 0.39 1.15 0.97 0.70 0.90 0.57 0.46 Delay/Veh: 87.7 57.0 41.9 116.2 95.9 36.4 172.0 92.5 58.9 106.1 65.6 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 57.0 41.9 116.2 95.9 36.4 172.0 92.5 58.9 106.1 65.6 48.0 LOS by Move: F E+ D F F D+ F F E+ F E D HCM2k95thQ: 9 40 35 27 92 36 34 41 34 24 22 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 431 2868*** 361 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 466*** 2 1 274 Loss Time (sec): 12 0 0 869 2 Critical V/C: 0.876 2 478*** 0 Avg Crit Del (sec/veh): 101.0 0 394 1 Avg Delay (sec/veh): 83.6 2 320 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1451 407 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 282 13 84 569 88 40 49 0 10 47 58 PasserByVol: 8 36 29 27 141 14 36 51 32 22 40 15 Initial Fut: 134 1814 407 361 3631 431 466 869 394 320 478 274 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1451 407 361 2868 431 466 869 394 320 478 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1451 407 361 2868 431 466 869 394 320 478 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1451 407 361 2868 431 466 869 394 320 478 274 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.23 0.11 0.50 0.25 0.15 0.23 0.23 0.10 0.13 0.16 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.55 0.40 0.93 1.01 0.39 1.15 0.97 0.70 0.90 0.57 0.46 Delay/Veh: 87.7 57.0 41.9 116.2 95.9 36.4 172.0 92.5 58.9 106.1 65.6 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 57.0 41.9 116.2 95.9 36.4 172.0 92.5 58.9 106.1 65.6 48.0 LOS by Move: F E+ D F F D+ F F E+ F E D HCM2k95thQ: 9 40 35 27 92 36 34 41 34 24 22 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-96 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 897 2 Critical V/C: 0.905 2 497*** 0 � Avg Crit Del (sec/veh): 110.2 � 0 394 1 Avg Delay (sec/veh): 88.9 2 327 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1515 418 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 362 24 84 627 120 85 77 0 17 66 58 PasserByVol: 8 36 29 27 141 14 36 51 32 22 40 15 Initial Fut: 134 1894 418 361 3689 463 511 897 394 327 497 274 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1515 418 361 2914 463 511 897 394 327 497 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1515 418 361 2914 463 511 897 394 327 497 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1515 418 361 2914 463 511 897 394 327 497 274 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.27 0.24 0.11 0.51 0.26 0.16 0.24 0.23 0.10 0.13 0.16 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.57 0.42 0.93 1.02 0.42 1.26 1.00 0.70 0.92 0.59 0.46 Delay/Veh: 87.7 57.9 42.2 116.2 100 37.3 215.4 100 58.9 109.9 66.2 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 57.9 42.2 116.2 100 37.3 215.4 100 58.9 109.9 66.2 48.0 LOS by Move: F E+ D F F D+ F F E+ F E D HCM2k95thQ: 9 41 36 27 95 39 40 43 34 25 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #48: Lawrence Expressway/ Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 463 2914*** 361 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 511*** 2 1 274 Loss Time (sec): 12 0 0 897 2 Critical V/C: 0.905 2 497*** 0 � Avg Crit Del (sec/veh): 110.2 � 0 394 1 Avg Delay (sec/veh): 88.9 2 327 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1515 418 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 362 24 84 627 120 85 77 0 17 66 58 PasserByVol: 8 36 29 27 141 14 36 51 32 22 40 15 Initial Fut: 134 1894 418 361 3689 463 511 897 394 327 497 274 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1515 418 361 2914 463 511 897 394 327 497 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1515 418 361 2914 463 511 897 394 327 497 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1515 418 361 2914 463 511 897 394 327 497 274 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.27 0.24 0.11 0.51 0.26 0.16 0.24 0.23 0.10 0.13 0.16 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.57 0.42 0.93 1.02 0.42 1.26 1.00 0.70 0.92 0.59 0.46 Delay/Veh: 87.7 57.9 42.2 116.2 100 37.3 215.4 100 58.9 109.9 66.2 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 57.9 42.2 116.2 100 37.3 215.4 100 58.9 109.9 66.2 48.0 LOS by Move: F E+ D F F D+ F F E+ F E D HCM2k95thQ: 9 41 36 27 95 39 40 43 34 25 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-97 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 133 3257 515*** Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 179 2 1 156 Loss Time (sec): 12 0 0 290*** 2 Critical V/C: 0.644 2 132 0 � Avg Crit Del (sec/veh): 54.2 � 0 394 1 Avg Delay (sec/veh): 56.5 2 259*** LOS: E+ Lanes: 2 0 3 0 1 Final Vol: 171 1598*** 215 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 294 0 0 578 1 1 1 0 0 1 0 PasserByVol: 40 46 14 17 185 12 10 20 195 8 12 1 Initial Fut: 171 1997 215 515 4123 133 179 290 394 259 132 156 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 1598 215 515 3257 133 179 290 394 259 132 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1598 215 515 3257 133 179 290 394 259 132 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 1598 215 515 3257 133 179 290 394 259 132 156 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.28 0.12 0.16 0.57 0.08 0.06 0.08 0.23 0.08 0.03 0.09 Crit Moves **** **** **** **** Green Time: 18.3 85.8 107.3 40.9 108 124.7 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.56 0.62 0.22 0.76 1.00 0.12 0.66 0.49 0.89 0.73 0.19 0.22 Delay/Veh: 82.7 39.3 20.2 73.5 56.3 11.9 88.3 72.4 86.8 87.2 64.5 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.7 39.3 20.2 73.5 56.3 11.9 88.3 72.4 86.8 87.2 64.5 37.2 LOS by Move: F D C+ E E+ B+ F E F F E D+ HCM2k95thQ: 12 38 12 27 91 6 12 14 41 18 6 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-98 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 308*** 2 Critical V/C: 0.850 2 144 0 Avg Crit Del (sec/veh): 62.9 0 394 1 Avg Delay (sec/veh): 58.0 2 260*** LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 171*** 1645 216 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 353 1 0 620 24 34 19 0 1 13 0 PasserByVol: 40 46 14 17 185 12 10 20 195 8 12 1 Initial Fut: 171 2056 216 515 4165 156 212 308 394 260 144 156 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 1645 216 515 3290 156 212 308 394 260 144 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1645 216 515 3290 156 212 308 394 260 144 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 1645 216 515 3290 156 212 308 394 260 144 156 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.29 0.12 0.16 0.58 0.09 0.07 0.08 0.23 0.08 0.04 0.09 Crit Moves: **** **** **** **** Green Time: 18.4 85.8 107.3 40.9 108 124.6 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.56 0.64 0.22 0.76 1.01 0.14 0.78 0.52 0.89 0.73 0.21 0.22 Delay/Veh: 82.6 39.9 20.2 73.5 59.1 12.1 97.0 72.9 86.6 87.3 64.7 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.6 39.9 20.2 73.5 59.1 12.1 97.0 72.9 86.6 87.3 64.7 37.2 LOS by Move: F D C+ E E+ B F E F F E D+ HCM2k95thQ: 12 39 12 27 93 7 14 15 41 18 7 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 156 3290*** 515 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 212 2 1 156 Loss Time (sec): 12 0 0 308*** 2 Critical V/C: 0.850 2 144 0 Avg Crit Del (sec/veh): 62.9 0 394 1 Avg Delay (sec/veh): 58.0 2 260*** LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 171*** 1645 216 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 353 1 0 620 24 34 19 0 1 13 0 PasserByVol: 40 46 14 17 185 12 10 20 195 8 12 1 Initial Fut: 171 2056 216 515 4165 156 212 308 394 260 144 156 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 1645 216 515 3290 156 212 308 394 260 144 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1645 216 515 3290 156 212 308 394 260 144 156 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 1645 216 515 3290 156 212 308 394 260 144 156 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.29 0.12 0.16 0.58 0.09 0.07 0.08 0.23 0.08 0.04 0.09 Crit Moves: **** **** **** **** Green Time: 18.4 85.8 107.3 40.9 108 124.6 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.56 0.64 0.22 0.76 1.01 0.14 0.78 0.52 0.89 0.73 0.21 0.22 Delay/Veh: 82.6 39.9 20.2 73.5 59.1 12.1 97.0 72.9 86.6 87.3 64.7 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.6 39.9 20.2 73.5 59.1 12.1 97.0 72.9 86.6 87.3 64.7 37.2 LOS by Move: F D C+ E E+ B F E F F E D+ HCM2k95thQ: 12 39 12 27 93 7 14 15 41 18 7 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-99 0 0 1842*** 3 Critical V/C: 0.642 3 981 0 Avg Crit Del (sec/veh): 25.1 0 0 0 Avg Delay (sec/veh): 28.9 0 0*** LOS: C t Lanes: 2 1 0 1 0 Final Vol: 657 712 289*** Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 9 85 39 0 0 0 15 117 0 0 98 23 PasserByVol: 194 13 0 0 0 0 33 45 0 0 57 0 Initial Fut: 657 712 289 0 0 0 373 1842 0 0 981 276 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 657 712 289 0 0 0 373 1842 0 0 981 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 657 712 289 0 0 0 373 1842 0 0 981 276 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 657 712 289 0 0 0 373 1842 0 0 981 276 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.41 0.59 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3150 2631 1068 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.27 0.27 0.00 0.00 0.00 0.12 0.32 0.00 0.00 0.17 0.16 Crit Moves: **** **** **** Green Time: 50.6 50.6 50.6 0.0 0.0 0.0 24.6 60.4 0.0 0.0 35.8 35.8 Volume/Cap: 0.49 0.64 0.64 0.00 0.00 0.00 0.58 0.64 0.00 0.00 0.58 0.53 Delay/Veh: 25.5 28.1 28.1 0.0 0.0 0.0 44.3 22.4 0.0 0.0 36.2 36.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.5 28.1 28.1 0.0 0.0 0.0 44.3 22.4 0.0 0.0 36.2 36.1 LOS by Move: C C C A A A D C+ A A D+ D+ HCM2k95thQ: 19 27 27 0 0 0 14 28 0 0 18 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 120 373 2 1 276 Loss Time (sec): 9 0 0 1842*** 3 Critical V/C: 0.642 3 981 0 Avg Crit Del (sec/veh): 25.1 0 0 0 Avg Delay (sec/veh): 28.9 0 0*** LOS: C t Lanes: 2 1 0 1 0 Final Vol: 657 712 289*** Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 9 85 39 0 0 0 15 117 0 0 98 23 PasserByVol: 194 13 0 0 0 0 33 45 0 0 57 0 Initial Fut: 657 712 289 0 0 0 373 1842 0 0 981 276 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 657 712 289 0 0 0 373 1842 0 0 981 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 657 712 289 0 0 0 373 1842 0 0 981 276 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 657 712 289 0 0 0 373 1842 0 0 981 276 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.41 0.59 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3150 2631 1068 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.27 0.27 0.00 0.00 0.00 0.12 0.32 0.00 0.00 0.17 0.16 Crit Moves: **** **** **** Green Time: 50.6 50.6 50.6 0.0 0.0 0.0 24.6 60.4 0.0 0.0 35.8 35.8 Volume/Cap: 0.49 0.64 0.64 0.00 0.00 0.00 0.58 0.64 0.00 0.00 0.58 0.53 Delay/Veh: 25.5 28.1 28.1 0.0 0.0 0.0 44.3 22.4 0.0 0.0 36.2 36.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.5 28.1 28.1 0.0 0.0 0.0 44.3 22.4 0.0 0.0 36.2 36.1 LOS by Move: C C C A A A D C+ A A D+ D+ HCM2k95thQ: 19 27 27 0 0 0 14 28 0 0 18 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-100 0 0 1946*** 3 Critical V/C: 0.662 3 1053 0 � Avg Crit Del (sec/veh): 25.4 � 0 0 0 Avg Delay (sec/veh): 29.5 0 0*** LOS: C t Lanes: 2 1 0 1 0 Final Vol: 739 712 289*** Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 91 85 39 0 0 0 74 221 0 0 170 23 PasserByVol: 194 13 0 0 0 0 33 45 0 0 57 0 Initial Fut: 739 712 289 0 0 0 432 1946 0 0 1053 276 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 739 712 289 0 0 0 432 1946 0 0 1053 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 739 712 289 0 0 0 432 1946 0 0 1053 276 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 739 712 289 0 0 0 432 1946 0 0 1053 276 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.41 0.59 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3150 2631 1068 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.27 0.27 0.00 0.00 0.00 0.14 0.34 0.00 0.00 0.18 0.16 Crit Moves: **** **** **** Green Time: 49.1 49.1 49.1 0.0 0.0 0.0 26.4 61.9 0.0 0.0 35.5 35.5 Volume/Cap: 0.57 0.66 0.66 0.00 0.00 0.00 0.62 0.66 0.00 0.00 0.62 0.53 Delay/Veh: 27.6 29.4 29.4 0.0 0.0 0.0 44.1 21.9 0.0 0.0 37.2 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.6 29.4 29.4 0.0 0.0 0.0 44.1 21.9 0.0 0.0 37.2 36.4 LOS by Move: C C C A A A D C+ A A D+ D+ HCM2k95thQ: 23 28 28 0 0 0 16 30 0 0 20 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 120 432 2 1 276 Loss Time (sec): 9 0 0 1946*** 3 Critical V/C: 0.662 3 1053 0 � Avg Crit Del (sec/veh): 25.4 � 0 0 0 Avg Delay (sec/veh): 29.5 0 0*** LOS: C t Lanes: 2 1 0 1 0 Final Vol: 739 712 289*** Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 91 85 39 0 0 0 74 221 0 0 170 23 PasserByVol: 194 13 0 0 0 0 33 45 0 0 57 0 Initial Fut: 739 712 289 0 0 0 432 1946 0 0 1053 276 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 739 712 289 0 0 0 432 1946 0 0 1053 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 739 712 289 0 0 0 432 1946 0 0 1053 276 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 739 712 289 0 0 0 432 1946 0 0 1053 276 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.41 0.59 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3150 2631 1068 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.27 0.27 0.00 0.00 0.00 0.14 0.34 0.00 0.00 0.18 0.16 Crit Moves: **** **** **** Green Time: 49.1 49.1 49.1 0.0 0.0 0.0 26.4 61.9 0.0 0.0 35.5 35.5 Volume/Cap: 0.57 0.66 0.66 0.00 0.00 0.00 0.62 0.66 0.00 0.00 0.62 0.53 Delay/Veh: 27.6 29.4 29.4 0.0 0.0 0.0 44.1 21.9 0.0 0.0 37.2 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.6 29.4 29.4 0.0 0.0 0.0 44.1 21.9 0.0 0.0 37.2 36.4 LOS by Move: C C C A A A D C+ A A D+ D+ HCM2k95thQ: 23 28 28 0 0 0 16 30 0 0 20 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-101 1 -4- -0�- 0 613 1 Critical V/C: 1.049 0 0 0 Avg Crit Del (sec/veh): 81.6 0 0 1 Avg Delay (sec/veh): 79.7 0 0 LOS: E- t* -t Lanes: 0 0 3 0 1 Final Vol: 0*** 1448 189 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 220 32 171 315 0 0 0 126 0 0 0 PasserByVol: 0 110 0 115 253 0 0 214 149 0 0 0 Initial Fut: 0 1448 189 1031 3056 0 74 613 1109 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1448 189 1031 3056 0 74 613 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1448 189 1031 3056 0 74 613 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1448 189 1031 3056 0 74 613 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.22 1.78 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 399 3301 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.11 0.33 0.80 0.00 0.19 0.19 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.62 0.26 1.17 1.17 0.00 0.73 0.73 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 33.7 28.0 147.1 86.9 0.0 57.8 57.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 33.7 28.0 147.1 86.9 0.0 57.8 57.8 0.0 0.0 0.0 0.0 LOS by Move: A C- C F F A E+ E+ A A A A HCM2k95thQ: 0 28 10 68 152 0 26 26 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Signal=Protect/Ri ghts=lg nore Final Vol: 0 3056*** 1031 Lanes: 0 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 74*** 0 0 0 Loss Time (sec): 9 1 -4- -0�- 0 613 1 Critical V/C: 1.049 0 0 0 Avg Crit Del (sec/veh): 81.6 0 0 1 Avg Delay (sec/veh): 79.7 0 0 LOS: E- t* -t Lanes: 0 0 3 0 1 Final Vol: 0*** 1448 189 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 220 32 171 315 0 0 0 126 0 0 0 PasserByVol: 0 110 0 115 253 0 0 214 149 0 0 0 Initial Fut: 0 1448 189 1031 3056 0 74 613 1109 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1448 189 1031 3056 0 74 613 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1448 189 1031 3056 0 74 613 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1448 189 1031 3056 0 74 613 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.22 1.78 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 399 3301 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.11 0.33 0.80 0.00 0.19 0.19 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.62 0.26 1.17 1.17 0.00 0.73 0.73 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 33.7 28.0 147.1 86.9 0.0 57.8 57.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 33.7 28.0 147.1 86.9 0.0 57.8 57.8 0.0 0.0 0.0 0.0 LOS by Move: A C- C F F A E+ E+ A A A A HCM2k95thQ: 0 28 10 68 152 0 26 26 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-102 1 -4- -0�- 0 706 1 Critical V/C: 1.075 0 0 0 � Avg Crit Del (sec/veh): 82.0 � 0 0 1 Avg Delay (sec/veh): 79.9 0 0 LOS: E- t* -t Lanes: 0 0 3 0 1 Final Vol: 0*** 1477 189 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 249 32 171 315 0 0 93 203 0 0 0 PasserByVol: 0 110 0 115 253 0 0 214 149 0 0 0 Initial Fut: 0 1477 189 1031 3056 0 74 706 1186 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1477 189 1031 3056 0 74 706 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1477 189 1031 3056 0 74 706 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1477 189 1031 3056 0 74 706 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.19 1.81 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 351 3349 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.11 0.33 0.80 0.00 0.21 0.21 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.63 0.26 1.17 1.17 0.00 0.83 0.83 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 34.0 28.0 147.1 86.9 0.0 62.8 62.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 34.0 28.0 147.1 86.9 0.0 62.8 62.8 0.0 0.0 0.0 0.0 LOS by Move: A C- C F F A E E A A A A HCM2k95thQ: 0 29 10 68 152 0 30 30 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Signal=Protect/Ri ghts=lg nore Final Vol: 0 3056*** 1031 Lanes: 0 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 74*** 0 0 0 Loss Time (sec): 9 1 -4- -0�- 0 706 1 Critical V/C: 1.075 0 0 0 � Avg Crit Del (sec/veh): 82.0 � 0 0 1 Avg Delay (sec/veh): 79.9 0 0 LOS: E- t* -t Lanes: 0 0 3 0 1 Final Vol: 0*** 1477 189 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 249 32 171 315 0 0 93 203 0 0 0 PasserByVol: 0 110 0 115 253 0 0 214 149 0 0 0 Initial Fut: 0 1477 189 1031 3056 0 74 706 1186 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1477 189 1031 3056 0 74 706 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1477 189 1031 3056 0 74 706 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1477 189 1031 3056 0 74 706 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.19 1.81 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 351 3349 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.11 0.33 0.80 0.00 0.21 0.21 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.63 0.26 1.17 1.17 0.00 0.83 0.83 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 34.0 28.0 147.1 86.9 0.0 62.8 62.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 34.0 28.0 147.1 86.9 0.0 62.8 62.8 0.0 0.0 0.0 0.0 LOS by Move: A C- C F F A E E A A A A HCM2k95thQ: 0 29 10 68 152 0 30 30 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-103 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #52: Lawrence Expressway/ Mitty Way Signal=Protect/Ri ghts=lg nore Final Vol: 0 3591*'* 480 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.722 0 0 0 Avg Crit Del (sec/veh): 9.3 0 0 0 Avg Delay (sec/veh): 18.4 1 70`*` LOS: 13- -t t* Lanes: 0 0 3 0 1 Final Vol: 0*"* 1408 120 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 72 72 56 131 131 0 0 0 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1049 120 467 2778 0 0 0 0 70 0 237 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1049 120 467 2778 0 0 0 0 70 0 237 Added Vol: 0 252 0 0 440 0 0 0 0 0 0 0 PasserByVol: 0 107 0 13 373 16 0 0 0 0 0 3 Initial Fut: 0 1408 120 480 3591 16 0 0 0 70 0 240 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1408 120 480 3591 0 0 0 0 70 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1408 120 480 3591 0 0 0 0 70 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1408 120 480 3591 0 0 0 0 70 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.07 0.27 0.64 0.00 0.00 0.00 0.00 0.04 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 73.7 93.7 57.3 131 0.0 0.0 0.0 0.0 20.0 0.0 0.0 Volume/Cap: 0.00 0.54 0.12 0.77 0.78 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Delay/Veh: 0.0 31.1 14.8 51.0 8.2 0.0 0.0 0.0 0.0 64.7 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.1 14.8 51.0 8.2 0.0 0.0 0.0 0.0 64.7 0.0 0.0 LOS by Move: A C B D- A A A A A E A A HCM2k95thQ: 0 28 5 35 45 0 0 0 0 7 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-104 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #52: Lawrence Expressway/ Mitty Way Signal=Protect/Ri ghts=lg nore Final Vol: 0 3664*** 484 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.736 0 0 0 � Avg Crit Del (sec/veh): 9.7 � 0 0 0 Avg Delay (sec/veh): 18.7 1 71*** LOS: 13- -t t* Lanes: 0 0 3 0 1 Final Vol: 0*"* 1437 120 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 72 72 56 131 131 0 0 0 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1049 120 467 2778 0 0 0 0 70 0 237 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1049 120 467 2778 0 0 0 0 70 0 237 Added Vol: 0 281 0 4 513 0 0 0 0 1 0 1 PasserByVol: 0 107 0 13 373 16 0 0 0 0 0 3 Initial Fut: 0 1437 120 484 3664 16 0 0 0 71 0 241 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1437 120 484 3664 0 0 0 0 71 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1437 120 484 3664 0 0 0 0 71 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1437 120 484 3664 0 0 0 0 71 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.07 0.28 0.65 0.00 0.00 0.00 0.00 0.04 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 73.7 93.7 57.3 131 0.0 0.0 0.0 0.0 20.0 0.0 0.0 Volume/Cap: 0.00 0.55 0.12 0.77 0.80 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Delay/Veh: 0.0 31.4 14.8 51.4 8.6 0.0 0.0 0.0 0.0 64.7 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.4 14.8 51.4 8.6 0.0 0.0 0.0 0.0 64.7 0.0 0.0 LOS by Move: A C B D- A A A A A E A A HCM2k95thQ: 0 28 5 35 48 0 0 0 0 7 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-105 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 531 2793*** 523 Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 158 275 2 1 0 Loss Time (sec): 12 0 0 958*** 2 Critical V/C: 0.986 2 462 0 Avg Crit Del (sec/veh): 118.8 0 528 1 Avg Delay (sec/veh): 87.4 1 152*** LOS: F t Lanes: 2 0 3 0 1 Final Vol: 258*** 1048 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 10 243 0 0 414 26 9 0 25 0 0 0 PasserByVol: 0 85 0 70 279 37 3 2 3 1 7 15 Initial Fut: 258 1048 143 523 2793 531 275 958 528 152 462 124 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 258 1048 143 523 2793 531 275 958 528 152 462 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 258 1048 143 523 2793 531 275 958 528 152 462 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 258 1048 143 523 2793 531 275 958 528 152 462 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.18 0.08 0.17 0.49 0.30 0.09 0.25 0.30 0.09 0.12 0.00 Crit Moves: **** **** **** **** Green Time: 19.0 56.9 73.9 27.1 65.0 83.3 18.3 45.0 64.0 17.0 43.7 0.0 Volume/Cap: 0.68 0.51 0.17 0.97 1.19 0.58 0.75 0.89 0.74 0.81 0.44 0.00 Delay/Veh: 71.6 37.3 19.9 95.4 144 33.2 76.3 63.0 44.4 91.0 47.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.6 37.3 19.9 95.4 144 33.2 76.3 63.0 44.4 91.0 47.4 0.0 LOS by Move: E D+ B- F F C- E- E D F D A HCM2k95thQ: 13 20 6 29 94 36 15 39 39 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-106 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 532 2862*** 527 Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 158 275 2 1 0 Loss Time (sec): 12 0 0 962*** 2 Critical V/C: 1.011 2 465 0 Avg Crit Del (sec/veh): 127.8 0 600 1 Avg Delay (sec/veh): 92.7 1 152*** LOS: F t Lanes: 2 0 3 0 1 Final Vol: 289*** 1075 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 41 270 0 4 483 27 9 4 97 0 3 1 PasserByVol: 0 85 0 70 279 37 3 2 3 1 7 15 Initial Fut: 289 1075 143 527 2862 532 275 962 600 152 465 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 289 1075 143 527 2862 532 275 962 600 152 465 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 289 1075 143 527 2862 532 275 962 600 152 465 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 289 1075 143 527 2862 532 275 962 600 152 465 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.19 0.08 0.17 0.50 0.30 0.09 0.25 0.34 0.09 0.12 0.00 Crit Moves: **** **** **** **** Green Time: 19.0 56.7 73.7 27.3 65.0 83.3 18.3 45.0 64.0 17.0 43.7 0.0 Volume/Cap: 0.76 0.53 0.18 0.97 1.22 0.58 0.75 0.89 0.85 0.81 0.44 0.00 Delay/Veh: 76.2 37.7 20.0 95.8 157 33.3 76.3 63.3 51.9 91.0 47.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.2 37.7 20.0 95.8 157 33.3 76.3 63.3 51.9 91.0 47.4 0.0 LOS by Move: E- D+ C+ F F C- E- E D- F D A HCM2k95thQ: 15 21 6 29 99 36 15 40 48 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-107 0 0 0 0 Critical V/C: 0.543 0 0 0 Avg Crit Del (sec/veh): 5.3 0 0 0 Avg Delay (sec/veh): 14.9 1 116*** LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*** 1229 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 252 0 0 440 0 0 0 0 0 0 0 PasserByVol: 0 77 0 22 243 15 0 0 0 0 0 1 Initial Fut: 0 1229 135 663 2314 15 0 0 0 116 0 260 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1229 135 663 2314 15 0 0 0 116 0 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1229 135 663 2314 15 0 0 0 116 0 260 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1229 135 663 2314 15 0 0 0 116 0 260 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 2.98 0.02 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5564 36 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.08 0.38 0.42 0.42 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.4 38.4 32.6 62.0 62.0 0.0 0.0 0.0 9.0 0.0 41.6 Volume/Cap: 0.00 0.59 0.16 0.93 0.54 0.54 0.00 0.00 0.00 0.59 0.00 0.29 Delay/Veh: 0.0 20.8 11.8 41.4 3.6 3.6 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.8 11.8 41.4 3.6 3.6 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A C+ B+ D A A A A A D+ A B+ HCM2k95thQ: 0 15 4 28 13 13 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 15 2314*** 663 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 80 0 0 1 260 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.543 0 0 0 Avg Crit Del (sec/veh): 5.3 0 0 0 Avg Delay (sec/veh): 14.9 1 116*** LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*** 1229 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 252 0 0 440 0 0 0 0 0 0 0 PasserByVol: 0 77 0 22 243 15 0 0 0 0 0 1 Initial Fut: 0 1229 135 663 2314 15 0 0 0 116 0 260 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1229 135 663 2314 15 0 0 0 116 0 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1229 135 663 2314 15 0 0 0 116 0 260 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1229 135 663 2314 15 0 0 0 116 0 260 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 2.98 0.02 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5564 36 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.08 0.38 0.42 0.42 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.4 38.4 32.6 62.0 62.0 0.0 0.0 0.0 9.0 0.0 41.6 Volume/Cap: 0.00 0.59 0.16 0.93 0.54 0.54 0.00 0.00 0.00 0.59 0.00 0.29 Delay/Veh: 0.0 20.8 11.8 41.4 3.6 3.6 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.8 11.8 41.4 3.6 3.6 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A C+ B+ D A A A A A D+ A B+ HCM2k95thQ: 0 15 4 28 13 13 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-108 0 0 0 0 Critical V/C: 0.570 0 0 0 Avg Crit Del (sec/veh): 5.3 0 0 0 Avg Delay (sec/veh): 15.1 1 116`*` LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*"* 1285 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 308 0 6 574 0 0 0 0 0 0 4 PasserByVol: 0 77 0 22 243 15 0 0 0 0 0 1 Initial Fut: 0 1285 135 669 2448 15 0 0 0 116 0 264 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1285 135 669 2448 15 0 0 0 116 0 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1285 135 669 2448 15 0 0 0 116 0 264 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1285 135 669 2448 15 0 0 0 116 0 264 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 2.98 0.02 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5566 34 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.08 0.38 0.44 0.44 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.4 38.4 32.6 62.0 62.0 0.0 0.0 0.0 9.0 0.0 41.6 Volume/Cap: 0.00 0.61 0.16 0.94 0.57 0.57 0.00 0.00 0.00 0.59 0.00 0.29 Delay/Veh: 0.0 21.2 11.8 42.9 3.8 3.8 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 21.2 11.8 42.9 3.8 3.8 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A C+ B+ D A A A A A D+ A B+ HCM2k95thQ: 0 16 4 28 14 14 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 15 2448"' 669 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 80 0 0 1 264 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.570 0 0 0 Avg Crit Del (sec/veh): 5.3 0 0 0 Avg Delay (sec/veh): 15.1 1 116`*` LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*"* 1285 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 308 0 6 574 0 0 0 0 0 0 4 PasserByVol: 0 77 0 22 243 15 0 0 0 0 0 1 Initial Fut: 0 1285 135 669 2448 15 0 0 0 116 0 264 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1285 135 669 2448 15 0 0 0 116 0 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1285 135 669 2448 15 0 0 0 116 0 264 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1285 135 669 2448 15 0 0 0 116 0 264 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 2.98 0.02 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5566 34 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.08 0.38 0.44 0.44 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.4 38.4 32.6 62.0 62.0 0.0 0.0 0.0 9.0 0.0 41.6 Volume/Cap: 0.00 0.61 0.16 0.94 0.57 0.57 0.00 0.00 0.00 0.59 0.00 0.29 Delay/Veh: 0.0 21.2 11.8 42.9 3.8 3.8 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 21.2 11.8 42.9 3.8 3.8 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A C+ B+ D A A A A A D+ A B+ HCM2k95thQ: 0 16 4 28 14 14 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paae 2-109 0 0 704*** 2 Critical V/C: 0.659 2 571 0 Avg Crit Del (sec/veh): 50.3 0 401 1 Avg Delay (sec/veh): 47.3 1 153*** LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 760 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 252 0 0 440 0 0 0 0 0 0 0 PasserByVol: 0 74 0 17 214 18 1 0 0 0 2 1 Initial Fut: 161 760 94 391 1628 377 317 704 401 153 571 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 760 94 391 1628 377 317 704 401 153 571 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 760 94 391 1628 377 317 704 401 153 571 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 760 94 391 1628 377 317 704 401 153 571 210 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.05 0.12 0.29 0.22 0.10 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 44.3 65.3 33.7 58.0 88.0 30.0 49.0 69.0 21.0 40.0 73.7 Volume/Cap: 0.41 0.48 0.13 0.59 0.79 0.39 0.54 0.60 0.53 0.67 0.60 0.26 Delay/Veh: 65.2 48.5 29.7 58.3 47.6 20.9 59.7 48.2 34.3 73.4 54.0 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 48.5 29.7 58.3 47.6 20.9 59.7 48.2 34.3 73.4 54.0 26.6 LOS by Move: E D C E+ D C+ E+ D C- E D- C HCM2k95thQ: 9 19 6 19 39 20 16 25 27 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 377 1628*** 391 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 317 2 1 210 Loss Time (sec): 12 0 0 704*** 2 Critical V/C: 0.659 2 571 0 Avg Crit Del (sec/veh): 50.3 0 401 1 Avg Delay (sec/veh): 47.3 1 153*** LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 760 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 252 0 0 440 0 0 0 0 0 0 0 PasserByVol: 0 74 0 17 214 18 1 0 0 0 2 1 Initial Fut: 161 760 94 391 1628 377 317 704 401 153 571 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 760 94 391 1628 377 317 704 401 153 571 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 760 94 391 1628 377 317 704 401 153 571 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 760 94 391 1628 377 317 704 401 153 571 210 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.05 0.12 0.29 0.22 0.10 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 44.3 65.3 33.7 58.0 88.0 30.0 49.0 69.0 21.0 40.0 73.7 Volume/Cap: 0.41 0.48 0.13 0.59 0.79 0.39 0.54 0.60 0.53 0.67 0.60 0.26 Delay/Veh: 65.2 48.5 29.7 58.3 47.6 20.9 59.7 48.2 34.3 73.4 54.0 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 48.5 29.7 58.3 47.6 20.9 59.7 48.2 34.3 73.4 54.0 26.6 LOS by Move: E D C E+ D C+ E+ D C- E D- C HCM2k95thQ: 9 19 6 19 39 20 16 25 27 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-110 0 0 704*** 2 Critical V/C: 0.684 2 571 0 � Avg Crit Del (sec/veh): 52.2 � 0 401 1 Avg Delay (sec/veh): 48.3 1 153*** LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 816 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 308 0 0 574 0 0 0 0 0 0 0 PasserByVol: 0 74 0 17 214 18 1 0 0 0 2 1 Initial Fut: 161 816 94 391 1762 377 317 704 401 153 571 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 816 94 391 1762 377 317 704 401 153 571 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 816 94 391 1762 377 317 704 401 153 571 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 816 94 391 1762 377 317 704 401 153 571 210 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.05 0.12 0.31 0.22 0.10 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 44.3 65.3 33.7 58.0 88.0 30.0 49.0 69.0 21.0 40.0 73.7 Volume/Cap: 0.41 0.52 0.13 0.59 0.85 0.39 0.54 0.60 0.53 0.67 0.60 0.26 Delay/Veh: 65.2 49.1 29.7 58.3 50.7 20.9 59.7 48.2 34.3 73.4 54.0 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 49.1 29.7 58.3 50.7 20.9 59.7 48.2 34.3 73.4 54.0 26.6 LOS by Move: E D C E+ D C+ E+ D C- E D- C HCM2k95thQ: 9 20 6 19 44 20 16 25 27 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 377 1762*** 391 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 317 2 1 210 Loss Time (sec): 12 0 0 704*** 2 Critical V/C: 0.684 2 571 0 � Avg Crit Del (sec/veh): 52.2 � 0 401 1 Avg Delay (sec/veh): 48.3 1 153*** LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 816 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 308 0 0 574 0 0 0 0 0 0 0 PasserByVol: 0 74 0 17 214 18 1 0 0 0 2 1 Initial Fut: 161 816 94 391 1762 377 317 704 401 153 571 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 816 94 391 1762 377 317 704 401 153 571 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 816 94 391 1762 377 317 704 401 153 571 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 816 94 391 1762 377 317 704 401 153 571 210 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.05 0.12 0.31 0.22 0.10 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 44.3 65.3 33.7 58.0 88.0 30.0 49.0 69.0 21.0 40.0 73.7 Volume/Cap: 0.41 0.52 0.13 0.59 0.85 0.39 0.54 0.60 0.53 0.67 0.60 0.26 Delay/Veh: 65.2 49.1 29.7 58.3 50.7 20.9 59.7 48.2 34.3 73.4 54.0 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 49.1 29.7 58.3 50.7 20.9 59.7 48.2 34.3 73.4 54.0 26.6 LOS by Move: E D C E+ D C+ E+ D C- E D- C HCM2k95thQ: 9 20 6 19 44 20 16 25 27 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-111 0 0 839- 3 Critical V/C: 0.491 3 737 0 Avg Crit Del (sec/veh): 51.6 0 21 1 Avg Delay (sec/veh): 52.1 1 286 - LOS: D- Lanes: 2 0 3 0 1 Final Vol: 97 595... 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 252 0 0 440 0 0 0 0 0 0 0 PasserByVol: 16 8 0 1 71 171 97 21 0 20 18 0 Initial Fut: 97 595 238 124 1381 732 402 839 21 286 737 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 595 238 124 1381 732 402 839 21 286 737 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 595 238 124 1381 732 402 839 21 286 737 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 595 238 124 1381 732 402 839 21 286 737 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.10 0.14 0.04 0.36 0.42 0.13 0.15 0.01 0.16 0.13 0.05 Crit Moves **** **** **** **** Green Time: 13.0 54.0 85.0 18.0 59.0 91.7 32.7 45.0 58.0 31.0 43.3 61.3 Volume/Cap: 0.38 0.31 0.26 0.35 0.99 0.73 0.62 0.52 0.03 0.84 0.48 0.12 Delay/Veh: 70.6 39.3 20.5 66.2 70.6 27.8 59.9 48.8 32.9 79.4 49.1 32.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.6 39.3 20.5 66.2 70.6 27.8 59.9 48.8 32.9 79.4 49.1 32.0 LOS by Move: E D C+ E E C E+ D C- E- D C HCM2k95thQ: 6 13 13 7 61 46 19 20 1 29 19 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 732 1381 124 - Lanes: 1 0 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 402 2 1 80 Loss Time (sec): 12 0 0 839- 3 Critical V/C: 0.491 3 737 0 Avg Crit Del (sec/veh): 51.6 0 21 1 Avg Delay (sec/veh): 52.1 1 286 - LOS: D- Lanes: 2 0 3 0 1 Final Vol: 97 595... 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 252 0 0 440 0 0 0 0 0 0 0 PasserByVol: 16 8 0 1 71 171 97 21 0 20 18 0 Initial Fut: 97 595 238 124 1381 732 402 839 21 286 737 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 595 238 124 1381 732 402 839 21 286 737 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 595 238 124 1381 732 402 839 21 286 737 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 595 238 124 1381 732 402 839 21 286 737 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.10 0.14 0.04 0.36 0.42 0.13 0.15 0.01 0.16 0.13 0.05 Crit Moves **** **** **** **** Green Time: 13.0 54.0 85.0 18.0 59.0 91.7 32.7 45.0 58.0 31.0 43.3 61.3 Volume/Cap: 0.38 0.31 0.26 0.35 0.99 0.73 0.62 0.52 0.03 0.84 0.48 0.12 Delay/Veh: 70.6 39.3 20.5 66.2 70.6 27.8 59.9 48.8 32.9 79.4 49.1 32.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.6 39.3 20.5 66.2 70.6 27.8 59.9 48.8 32.9 79.4 49.1 32.0 LOS by Move: E D C+ E E C E+ D C- E- D C HCM2k95thQ: 6 13 13 7 61 46 19 20 1 29 19 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-112 0 0 839*** 3 Critical V/C: 0.777 3 737 0 Avg Crit Del (sec/veh): 63.3 0 21 1 Avg Delay (sec/veh): 51.9 1 286*** LOS: D- t Lanes: 2 0 3 0 1 Final Vol: 97*** 626 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 283 0 0 493 81 24 0 0 0 0 0 PasserByVol: 16 8 0 1 71 171 97 21 0 20 18 0 Initial Fut: 97 626 238 124 1434 813 426 839 21 286 737 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 626 238 124 1434 813 426 839 21 286 737 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 626 238 124 1434 813 426 839 21 286 737 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 626 238 124 1434 813 426 839 21 286 737 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.11 0.14 0.04 0.38 0.46 0.14 0.15 0.01 0.16 0.13 0.05 Crit Moves: **** **** **** **** Green Time: 13.0 56.9 84.0 19.0 62.8 93.9 31.1 45.0 58.0 27.2 41.1 60.1 Volume/Cap: 0.38 0.31 0.26 0.33 0.96 0.79 0.70 0.52 0.03 0.96 0.50 0.12 Delay/Veh: 70.6 37.4 21.0 65.2 62.5 29.8 63.6 48.8 32.9 107.5 51.0 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.6 37.4 21.0 65.2 62.5 29.8 63.6 48.8 32.9 107.5 51.0 32.8 LOS by Move: E D+ C+ E E C E D C- F D- C- HCM2k95thQ: 6 14 13 7 61 54 20 20 1 33 19 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 813 1434*** 124 Lanes: 1 0 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 426 2 1 80 Loss Time (sec): 12 0 0 839*** 3 Critical V/C: 0.777 3 737 0 Avg Crit Del (sec/veh): 63.3 0 21 1 Avg Delay (sec/veh): 51.9 1 286*** LOS: D- t Lanes: 2 0 3 0 1 Final Vol: 97*** 626 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 283 0 0 493 81 24 0 0 0 0 0 PasserByVol: 16 8 0 1 71 171 97 21 0 20 18 0 Initial Fut: 97 626 238 124 1434 813 426 839 21 286 737 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 626 238 124 1434 813 426 839 21 286 737 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 626 238 124 1434 813 426 839 21 286 737 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 626 238 124 1434 813 426 839 21 286 737 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.11 0.14 0.04 0.38 0.46 0.14 0.15 0.01 0.16 0.13 0.05 Crit Moves: **** **** **** **** Green Time: 13.0 56.9 84.0 19.0 62.8 93.9 31.1 45.0 58.0 27.2 41.1 60.1 Volume/Cap: 0.38 0.31 0.26 0.33 0.96 0.79 0.70 0.52 0.03 0.96 0.50 0.12 Delay/Veh: 70.6 37.4 21.0 65.2 62.5 29.8 63.6 48.8 32.9 107.5 51.0 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.6 37.4 21.0 65.2 62.5 29.8 63.6 48.8 32.9 107.5 51.0 32.8 LOS by Move: E D+ C+ E E C E D C- F D- C- HCM2k95thQ: 6 14 13 7 61 54 20 20 1 33 19 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-113 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 135 1188*** 52 Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 168 0 0 53*** Loss Time (sec): 12 1 0 152*** 0 Critical V/C: 0.888 1! 124 1 Avg Crit Del (sec/veh): 49.6 0 251 0 Avg Delay (sec/veh): 39.3 1 219 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 194*** 1004 231 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 194 898 231 52 1005 135 168 152 251 219 124 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 194 898 231 52 1005 135 168 152 251 219 124 53 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 106 0 0 183 0 0 0 0 0 0 0 Initial Fut: 194 1004 231 52 1188 135 168 152 251 219 124 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 194 1004 231 52 1188 135 168 152 251 219 124 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 194 1004 231 52 1188 135 168 152 251 219 124 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 194 1004 231 52 1188 135 168 152 251 219 124 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.62 0.38 1.00 1.79 0.21 0.59 0.53 0.88 1.39 0.43 0.18 Final Sat.: 1750 3007 692 1750 3322 378 1059 958 1582 2419 757 324 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.33 0.33 0.03 0.36 0.36 0.16 0.16 0.16 0.09 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 13.7 48.8 48.8 9.3 44.3 44.3 19.7 19.7 33.4 20.3 20.3 20.3 Volume/Cap: 0.89 0.75 0.75 0.35 0.89 0.89 0.89 0.89 0.52 0.49 0.89 0.89 Delay/Veh: 79.9 27.6 27.6 49.0 37.4 37.4 58.3 58.3 32.2 40.7 62.7 62.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.9 27.6 27.6 49.0 37.4 37.4 58.3 58.3 32.2 40.7 62.7 62.7 LOS by Move: E- C C D D+ D+ E+ E+ C- D E E HCM2k95thQ: 15 31 31 3 34 34 24 24 16 11 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-114 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 135 1269*** 52 Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 168 0 0 53*** Loss Time (sec): 12 1 0 152*** 0 Critical V/C: 0.912 1! 124 1 Avg Crit Del (sec/veh): 52.1 0 251 0 Avg Delay(sec/veh): 40.5 1 219 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 194*** 1028 231 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 194 898 231 52 1005 135 168 152 251 219 124 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 194 898 231 52 1005 135 168 152 251 219 124 53 Added Vol: 0 24 0 0 81 0 0 0 0 0 0 0 PasserByVol: 0 106 0 0 183 0 0 0 0 0 0 0 Initial Fut: 194 1028 231 52 1269 135 168 152 251 219 124 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 194 1028 231 52 1269 135 168 152 251 219 124 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 194 1028 231 52 1269 135 168 152 251 219 124 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 194 1028 231 52 1269 135 168 152 251 219 124 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.62 0.38 1.00 1.80 0.20 0.59 0.53 0.88 1.39 0.43 0.18 Final Sat.: 1750 3021 679 1750 3344 356 1059 958 1582 2419 757 324 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.34 0.34 0.03 0.38 0.38 0.16 0.16 0.16 0.09 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 13.4 49.8 49.8 9.3 45.8 45.8 19.1 19.1 32.5 19.7 19.7 19.7 Volume/Cap: 0.91 0.75 0.75 0.35 0.91 0.91 0.91 0.91 0.54 0.50 0.91 0.91 Delay/Veh: 86.1 26.9 26.9 48.9 38.8 38.8 62.3 62.3 33.0 41.2 67.6 67.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 86.1 26.9 26.9 48.9 38.8 38.8 62.3 62.3 33.0 41.2 67.6 67.6 LOS by Move: F C C D D+ D+ E E C- D E E HCM2k95thQ: 16 32 32 3 37 37 24 24 16 11 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-115 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #58: SR -85 (North) / Saratoga Avenue Signal=Spl it/Rights=l nd u d e Final Vol: 3 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 110 232*** 2 0 263 Loss Time (sec): 9 0 1 620 2 Critical V/C: 0.702 2 1307*** 0 Avg Crit Del (sec/veh): 30.1 0 0 0 Avg Delay (sec/veh): 27.4 0 0 LOS: C t Lanes: 1 0 1! 0 1 Final Vol: 566 0 806*** Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 566 0 742 0 0 0 232 578 0 0 1146 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 566 0 742 0 0 0 232 578 0 0 1146 255 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 64 0 0 3 0 42 0 0 161 8 Initial Fut: 566 0 806 0 0 3 232 620 0 0 1307 263 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 566 0 806 0 0 3 232 620 0 0 1307 263 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 566 0 806 0 0 3 232 620 0 0 1307 263 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 566 0 806 0 0 3 232 620 0 0 1307 263 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 1.41 0.00 1.59 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.48 0.52 Final Sat.: 2472 0 2778 0 0 0 3150 3800 0 0 4661 938 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.29 0.00 0.00 xxxx 0.07 0.16 0.00 0.00 0.28 0.28 Crit Moves: **** **** **** Green Time: 45.5 0.0 45.5 0.0 0.0 0.0 11.5 55.5 0.0 0.0 44.0 44.0 Volume/Cap: 0.55 0.00 0.70 0.00 0.00 xxxx 0.70 0.32 0.00 0.00 0.70 0.70 Delay/Veh: 24.8 0.0 27.8 0.0 0.0 0.0 54.2 16.2 0.0 0.0 28.6 28.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 24.8 0.0 27.8 0.0 0.0 0.0 54.2 16.2 0.0 0.0 28.6 28.6 LOS by Move: C A C A A A D- B A A C C HCM2k95thQ: 21 0 28 0 0 0 9 11 0 0 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-116 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #58: SR -85 (North) / Saratoga Avenue Signal=Split/Rig hts=Include Final Vol: 3 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 232*** 2 0 263 Loss Time (sec): 9 0 1 633 2 Critical V/C: 0.721 2 1388*** 0 Avg Crit Del (sec/veh): 30.5 0 0 0 Avg Delay (sec/veh): 27.6 0 0 LOS: C t Lanes: 1 0 1! 0 1 Final Vol: 566 0 817*** Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 566 0 742 0 0 0 232 578 0 0 1146 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 566 0 742 0 0 0 232 578 0 0 1146 255 Added Vol: 0 0 11 0 0 0 0 13 0 0 81 0 PasserByVol: 0 0 64 0 0 3 0 42 0 0 161 8 Initial Fut: 566 0 817 0 0 3 232 633 0 0 1388 263 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 566 0 817 0 0 3 232 633 0 0 1388 263 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 566 0 817 0 0 3 232 633 0 0 1388 263 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 566 0 817 0 0 3 232 633 0 0 1388 263 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 1.41 0.00 1.59 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.50 0.50 Final Sat.: 2466 0 2784 0 0 0 3150 3800 0 0 4707 892 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.29 0.00 0.00 xxxx 0.07 0.17 0.00 0.00 0.29 0.29 Crit Moves: **** **** **** Green Time: 44.8 0.0 44.8 0.0 0.0 0.0 11.2 56.2 0.0 0.0 45.0 45.0 Volume/Cap: 0.56 0.00 0.72 0.00 0.00 xxxx 0.72 0.33 0.00 0.00 0.72 0.72 Delay/Veh: 25.4 0.0 28.7 0.0 0.0 0.0 55.6 15.9 0.0 0.0 28.4 28.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.4 0.0 28.7 0.0 0.0 0.0 55.6 15.9 0.0 0.0 28.4 28.4 LOS by Move: C A C A A A E+ B A A C C HCM2k95thQ: 21 0 29 0 0 0 9 12 0 0 26 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-117 0 0 668 2 Critical V/C: 0.559 2 1128 1 Avg Crit Del (sec/veh): 28.5 0 348`"` 0 Avg Delay (sec/veh): 19.5 2 768`*` LOS: 13 - Lanes: 0 0 0 0 0 Final Vol: 0 1 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 1 0 17 0 0 0 23 0 149 24 0 Initial Fut: 0 1 0 185 0 156 0 668 348 768 1128 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1 0 185 0 156 0 668 348 768 1128 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1 0 185 0 156 0 668 348 768 1128 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1 0 185 0 156 0 668 348 768 1128 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.54 0.00 1.46 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2699 0 2551 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 xxxx 0.00 0.07 0.00 0.06 0.00 0.18 0.20 0.24 0.30 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 12.9 0.0 12.9 0.0 37.3 37.3 45.8 83.1 0.0 Volume/Cap: 0.00 xxxx 0.00 0.56 0.00 0.50 0.00 0.49 0.56 0.56 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 44.6 0.0 43.6 0.0 26.6 27.6 22.6 3.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 44.6 0.0 43.6 0.0 26.6 27.6 22.6 3.3 0.0 LOS by Move: A A A D A D A C C C+ A A HCM2k95thQ: 0 0 0 9 0 8 0 16 19 19 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l nd u d e Final Vol: 156 0 185 - Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 0 668 2 Critical V/C: 0.559 2 1128 1 Avg Crit Del (sec/veh): 28.5 0 348`"` 0 Avg Delay (sec/veh): 19.5 2 768`*` LOS: 13 - Lanes: 0 0 0 0 0 Final Vol: 0 1 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 1 0 17 0 0 0 23 0 149 24 0 Initial Fut: 0 1 0 185 0 156 0 668 348 768 1128 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1 0 185 0 156 0 668 348 768 1128 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1 0 185 0 156 0 668 348 768 1128 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1 0 185 0 156 0 668 348 768 1128 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.54 0.00 1.46 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2699 0 2551 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 xxxx 0.00 0.07 0.00 0.06 0.00 0.18 0.20 0.24 0.30 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 12.9 0.0 12.9 0.0 37.3 37.3 45.8 83.1 0.0 Volume/Cap: 0.00 xxxx 0.00 0.56 0.00 0.50 0.00 0.49 0.56 0.56 0.37 0.00 Delay/Veh: 0.0 0.0 0.0 44.6 0.0 43.6 0.0 26.6 27.6 22.6 3.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 44.6 0.0 43.6 0.0 26.6 27.6 22.6 3.3 0.0 LOS by Move: A A A D A D A C C C+ A A HCM2k95thQ: 0 0 0 9 0 8 0 16 19 19 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-118 0 0 681 2 Critical V/C: 0.579 2 1151 1 � Avg Crit Del (sec/veh): 28.7 � 0 348`"` 0 Avg Delay (sec/veh): 19.7 2 826`*` LOS: 13 - Lanes: 0 0 0 0 0 Final Vol: 0 1 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 13 0 58 23 0 PasserByVol: 0 1 0 17 0 0 0 23 0 149 24 0 Initial Fut: 0 1 0 185 0 156 0 681 348 826 1151 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1 0 185 0 156 0 681 348 826 1151 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1 0 185 0 156 0 681 348 826 1151 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1 0 185 0 156 0 681 348 826 1151 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.54 0.00 1.46 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2699 0 2551 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 xxxx 0.00 0.07 0.00 0.06 0.00 0.18 0.20 0.26 0.30 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 12.4 0.0 12.4 0.0 36.0 36.0 47.5 83.6 0.0 Volume/Cap: 0.00 xxxx 0.00 0.58 0.00 0.52 0.00 0.52 0.58 0.58 0.38 0.00 Delay/Veh: 0.0 0.0 0.0 45.3 0.0 44.2 0.0 27.8 28.7 21.9 3.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 45.3 0.0 44.2 0.0 27.8 28.7 21.9 3.2 0.0 LOS by Move: A A A D A D A C C C+ A A HCM2k95thQ: 0 0 0 9 0 8 0 17 19 21 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l ncl u d e Final Vol: 156 0 185 - Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 0 681 2 Critical V/C: 0.579 2 1151 1 � Avg Crit Del (sec/veh): 28.7 � 0 348`"` 0 Avg Delay (sec/veh): 19.7 2 826`*` LOS: 13 - Lanes: 0 0 0 0 0 Final Vol: 0 1 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 13 0 58 23 0 PasserByVol: 0 1 0 17 0 0 0 23 0 149 24 0 Initial Fut: 0 1 0 185 0 156 0 681 348 826 1151 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1 0 185 0 156 0 681 348 826 1151 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1 0 185 0 156 0 681 348 826 1151 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1 0 185 0 156 0 681 348 826 1151 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.54 0.00 1.46 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2699 0 2551 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 xxxx 0.00 0.07 0.00 0.06 0.00 0.18 0.20 0.26 0.30 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 12.4 0.0 12.4 0.0 36.0 36.0 47.5 83.6 0.0 Volume/Cap: 0.00 xxxx 0.00 0.58 0.00 0.52 0.00 0.52 0.58 0.58 0.38 0.00 Delay/Veh: 0.0 0.0 0.0 45.3 0.0 44.2 0.0 27.8 28.7 21.9 3.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 45.3 0.0 44.2 0.0 27.8 28.7 21.9 3.2 0.0 LOS by Move: A A A D A D A C C C+ A A HCM2k95thQ: 0 0 0 9 0 8 0 17 19 21 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-119 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 72 0 73*** Lanes: 1 0 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 81 1 0 35 Loss Time (sec): 12 0 1 1716*** 2 Critical V/C: 0.690 2 952 1 7;11 Avg Crit Del (sec/veh): 53.7 0 42 0 Avg Delay (sec/veh): 49.7 1 83*** LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 231*** 0 160 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 15 35 35 10 30 30 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 215 0 149 66 0 67 73 1398 37 77 707 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 0 149 66 0 67 73 1398 37 77 707 23 Added Vol: 0 0 0 0 0 0 0 156 0 0 121 0 PasserByVol: 0 0 0 2 0 0 2 42 2 0 57 10 Initial Fut: 215 0 149 68 0 67 75 1596 39 77 885 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 231 0 160 73 0 72 81 1716 42 83 952 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 0 160 73 0 72 81 1716 42 83 952 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 231 0 160 73 0 72 81 1716 42 83 952 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.59 0.00 0.41 1.00 0.00 1.00 1.00 2.93 0.07 1.00 2.89 0.11 Final Sat.: 1034 0 716 1750 0 1750 1750 5466 134 1750 5398 201 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.22 0.04 0.00 0.04 0.05 0.31 0.31 0.05 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 32.0 0.0 32.0 32.0 0.0 50.0 18.0 44.0 44.0 10.0 36.0 36.0 Volume/Cap: 0.91 0.00 0.91 0.17 0.00 0.11 0.33 0.93 0.93 0.62 0.64 0.64 Delay/Veh: 70.4 0.0 70.4 38.7 0.0 25.7 51.4 50.0 50.0 66.4 42.1 42.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.4 0.0 70.4 38.7 0.0 25.7 51.4 50.0 50.0 66.4 42.1 42.1 LOS by Move: E A E D+ A C D- D D E D D HCM2k95thQ: 34 0 34 5 0 4 6 41 41 7 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-120 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 76 0 73*** Lanes: 1 0 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 86 1 0 35 Loss Time (sec): 12 0 1 1823*** 2 Critical V/C: 0.711 2 1026 1 7;11 Avg Crit Del (sec/veh): 60.9 0 42 0 Avg Delay (sec/veh): 54.8 1 83*** LOS: D - t* Lanes: 0 0 1! 0 0 Final Vol: 231*** 0 160 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 15 35 35 10 30 30 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 215 0 149 66 0 67 73 1398 37 77 707 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 0 149 66 0 67 73 1398 37 77 707 23 Added Vol: 0 0 0 0 0 4 5 255 0 0 190 0 PasserByVol: 0 0 0 2 0 0 2 42 2 0 57 10 Initial Fut: 215 0 149 68 0 71 80 1695 39 77 954 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 231 0 160 73 0 76 86 1823 42 83 1026 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 0 160 73 0 76 86 1823 42 83 1026 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 231 0 160 73 0 76 86 1823 42 83 1026 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.59 0.00 0.41 1.00 0.00 1.00 1.00 2.93 0.07 1.00 2.90 0.10 Final Sat.: 1034 0 716 1750 0 1750 1750 5474 126 1750 5413 187 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.22 0.04 0.00 0.04 0.05 0.33 0.33 0.05 0.19 0.19 Crit Moves: **** **** **** **** Green Time: 32.0 0.0 32.0 32.0 0.0 50.0 18.0 44.0 44.0 10.0 36.0 36.0 Volume/Cap: 0.91 0.00 0.91 0.17 0.00 0.11 0.36 0.98 0.98 0.62 0.68 0.68 Delay/Veh: 70.4 0.0 70.4 38.7 0.0 25.8 51.6 59.6 59.6 66.4 43.2 43.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.4 0.0 70.4 38.7 0.0 25.8 51.6 59.6 59.6 66.4 43.2 43.2 LOS by Move: E A E D+ A C D- E+ E+ E D D HCM2k95thQ: 34 0 34 5 0 4 6 46 46 7 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-121 0 1 1631*** 2 Critical V/C: 0.508 2 840 1 Avg Crit Del (sec/veh): 24.0 0 209 0 Avg Delay (sec/veh): 23.6 1 43*** LOS: C t Lanes: 0 0 1! 0 0 Final Vol: 115 26 33 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 10 0 0 0 0 10 11 134 11 0 102 0 PasserByVol: 3 0 2 1 0 2 6 33 5 6 52 7 Initial Fut: 112 25 32 26 97 79 57 1582 203 42 815 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 115 26 33 27 100 81 59 1631 209 43 840 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 26 33 27 100 81 59 1631 209 43 840 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 115 26 33 27 100 81 59 1631 209 43 840 39 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.66 0.15 0.19 0.13 0.48 0.39 1.00 2.65 0.35 1.00 2.86 0.14 Final Sat.: 1160 259 331 225 840 684 1750 4962 637 1750 5350 249 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.12 0.12 0.12 0.03 0.33 0.33 0.02 0.16 0.16 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.35 0.35 0.35 0.42 0.42 0.42 0.27 0.62 0.62 0.21 0.30 0.30 Delay/Veh: 37.4 37.4 37.4 38.3 38.3 38.3 52.0 21.7 21.7 52.7 17.8 17.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.4 37.4 37.4 38.3 38.3 38.3 52.0 21.7 21.7 52.7 17.8 17.8 LOS by Move: D+ D+ D+ D+ D+ D+ D- C+ C+ D- B B HCM2k95thQ: 12 12 12 14 14 14 4 28 28 3 12 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l nd u d e Final Vol: 81 100*** 27 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 59 1 0 39 Loss Time (sec): 9 0 1 1631*** 2 Critical V/C: 0.508 2 840 1 Avg Crit Del (sec/veh): 24.0 0 209 0 Avg Delay (sec/veh): 23.6 1 43*** LOS: C t Lanes: 0 0 1! 0 0 Final Vol: 115 26 33 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 10 0 0 0 0 10 11 134 11 0 102 0 PasserByVol: 3 0 2 1 0 2 6 33 5 6 52 7 Initial Fut: 112 25 32 26 97 79 57 1582 203 42 815 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 115 26 33 27 100 81 59 1631 209 43 840 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 26 33 27 100 81 59 1631 209 43 840 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 115 26 33 27 100 81 59 1631 209 43 840 39 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.66 0.15 0.19 0.13 0.48 0.39 1.00 2.65 0.35 1.00 2.86 0.14 Final Sat.: 1160 259 331 225 840 684 1750 4962 637 1750 5350 249 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.12 0.12 0.12 0.03 0.33 0.33 0.02 0.16 0.16 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.35 0.35 0.35 0.42 0.42 0.42 0.27 0.62 0.62 0.21 0.30 0.30 Delay/Veh: 37.4 37.4 37.4 38.3 38.3 38.3 52.0 21.7 21.7 52.7 17.8 17.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.4 37.4 37.4 38.3 38.3 38.3 52.0 21.7 21.7 52.7 17.8 17.8 LOS by Move: D+ D+ D+ D+ D+ D+ D- C+ C+ D- B B HCM2k95thQ: 12 12 12 14 14 14 4 28 28 3 12 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-122 0 1 1723*** 2 Critical V/C: 0.530 2 901 1 Avg Crit Del (sec/veh): 24.6 0 218 0 Avg Delay (sec/veh): 23.9 1 43*** LOS: C t Lanes: 0 0 1! 0 0 Final Vol: 119 26 33 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 13 0 0 0 0 15 13 223 19 0 161 0 PasserByVol: 3 0 2 1 0 2 6 33 5 6 52 7 Initial Fut: 115 25 32 26 97 84 59 1671 211 42 874 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 119 26 33 27 100 87 61 1723 218 43 901 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 26 33 27 100 87 61 1723 218 43 901 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 26 33 27 100 87 61 1723 218 43 901 39 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.67 0.14 0.19 0.12 0.47 0.41 1.00 2.65 0.35 1.00 2.87 0.13 Final Sat.: 1170 254 326 220 820 710 1750 4971 628 1750 5366 233 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.12 0.12 0.12 0.03 0.35 0.35 0.02 0.17 0.17 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.36 0.36 0.36 0.43 0.43 0.43 0.28 0.65 0.65 0.21 0.32 0.32 Delay/Veh: 37.5 37.5 37.5 38.5 38.5 38.5 52.1 22.4 22.4 52.7 18.0 18.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.5 37.5 37.5 38.5 38.5 38.5 52.1 22.4 22.4 52.7 18.0 18.0 LOS by Move: D+ D+ D+ D+ D+ D+ D- C+ C+ D- B- B- HCM2k95thQ: 12 12 12 14 14 14 4 30 30 3 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 87 100*** 27 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 61 1 0 39 Loss Time (sec): 9 0 1 1723*** 2 Critical V/C: 0.530 2 901 1 Avg Crit Del (sec/veh): 24.6 0 218 0 Avg Delay (sec/veh): 23.9 1 43*** LOS: C t Lanes: 0 0 1! 0 0 Final Vol: 119 26 33 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 13 0 0 0 0 15 13 223 19 0 161 0 PasserByVol: 3 0 2 1 0 2 6 33 5 6 52 7 Initial Fut: 115 25 32 26 97 84 59 1671 211 42 874 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 119 26 33 27 100 87 61 1723 218 43 901 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 26 33 27 100 87 61 1723 218 43 901 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 119 26 33 27 100 87 61 1723 218 43 901 39 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.67 0.14 0.19 0.12 0.47 0.41 1.00 2.65 0.35 1.00 2.87 0.13 Final Sat.: 1170 254 326 220 820 710 1750 4971 628 1750 5366 233 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.12 0.12 0.12 0.03 0.35 0.35 0.02 0.17 0.17 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.36 0.36 0.36 0.43 0.43 0.43 0.28 0.65 0.65 0.21 0.32 0.32 Delay/Veh: 37.5 37.5 37.5 38.5 38.5 38.5 52.1 22.4 22.4 52.7 18.0 18.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.5 37.5 37.5 38.5 38.5 38.5 52.1 22.4 22.4 52.7 18.0 18.0 LOS by Move: D+ D+ D+ D+ D+ D+ D- C+ C+ D- B- B- HCM2k95thQ: 12 12 12 14 14 14 4 30 30 3 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-123 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 61 0 67*** Lanes: 0 0 4 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 90*** 1 0 70 Loss Time (sec): 9 0 1 1636 2 Critical V/C: 0.305 2 820*** 1 Avg Crit Del (sec/veh): 23.9 0 11 0 Avg Delay (sec/veh): 21.6 1 23 LOS: C+ 4t t t Lanes: 0 0 1! 0 0 Final Vol: 9 3 7 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 15 64 64 14 64 64 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 7 3 5 65 0 58 82 1441 9 15 642 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 3 5 65 0 58 82 1441 9 15 642 60 Added Vol: 0 0 0 0 0 0 0 134 0 0 102 0 PasserByVol: 2 0 2 1 0 2 6 28 2 8 60 9 Initial Fut: 9 3 7 66 0 60 88 1603 11 23 804 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 9 3 7 67 0 61 90 1636 11 23 820 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 3 7 67 0 61 90 1636 11 23 820 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 3 7 67 0 61 90 1636 11 23 820 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.47 0.16 0.37 0.52 0.00 0.48 1.00 2.98 0.02 1.00 2.75 0.25 Final Sat.: 829 276 645 917 0 833 1750 5562 38 1750 5157 443 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.07 0.00 0.07 0.05 0.29 0.29 0.01 0.16 0.16 Crit Moves: **** **** **** Green Time: 35.0 35.0 35.0 35.0 0.0 35.0 21.0 70.6 70.6 15.4 65.0 65.0 Volume/Cap: 0.04 0.04 0.04 0.27 0.00 0.27 0.32 0.54 0.54 0.11 0.32 0.32 Delay/Veh: 35.1 35.1 35.1 37.8 0.0 37.8 48.8 19.4 19.4 51.4 19.4 19.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.1 35.1 35.1 37.8 0.0 37.8 48.8 19.4 19.4 51.4 19.4 19.4 LOS by Move: D+ D+ D+ D+ A D+ D B- B- D- B- B- HCM2k95thQ: 1 1 1 9 0 9 7 25 25 2 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-124 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 72 0 67*** Lanes: 0 0 4 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 106*** 1 0 70 Loss Time (sec): 9 0 1 1694 2 Critical V/C: 0.329 2 857*** 1 Avg Crit Del (sec/veh): 24.9 0 28 0 Avg Delay (sec/veh): 22.3 1 23 LOS: C+ t Lanes: 0 0 1! 0 0 Final Vol: 22 3 7 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 15 64 64 14 64 64 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 7 3 5 65 0 58 82 1441 9 15 642 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 3 5 65 0 58 82 1441 9 15 642 60 Added Vol: 13 0 0 0 0 11 16 191 16 0 138 0 PasserByVol: 2 0 2 1 0 2 6 28 2 8 60 9 Initial Fut: 22 3 7 66 0 71 104 1660 27 23 840 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 22 3 7 67 0 72 106 1694 28 23 857 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 3 7 67 0 72 106 1694 28 23 857 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 3 7 67 0 72 106 1694 28 23 857 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.69 0.09 0.22 0.48 0.00 0.52 1.00 2.95 0.05 1.00 2.76 0.24 Final Sat.: 1203 164 383 843 0 907 1750 5510 90 1750 5174 425 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.08 0.00 0.08 0.06 0.31 0.31 0.01 0.17 0.17 Crit Moves: **** **** **** Green Time: 35.0 35.0 35.0 35.0 0.0 35.0 22.0 70.6 70.6 15.4 64.0 64.0 Volume/Cap: 0.07 0.07 0.07 0.30 0.00 0.30 0.36 0.57 0.57 0.11 0.34 0.34 Delay/Veh: 35.4 35.4 35.4 38.1 0.0 38.1 48.5 19.9 19.9 51.4 20.2 20.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.4 35.4 35.4 38.1 0.0 38.1 48.5 19.9 19.9 51.4 20.2 20.2 LOS by Move: D+ D+ D+ D+ A D+ D B- B- D- C+ C+ HCM2k95thQ: 2 2 2 9 0 9 8 26 26 2 14 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-125 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 142 365 241*** Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 191 1 1 174 Loss Time (sec): 12 0 0 1364*** 3 Critical V/C: 0.572 3 698 0 Avg Crit Del (sec/veh): 38.1 0 216 1 Avg Delay (sec/veh): 36.5 1 67*** LOS: D+ t Lanes: 1 1 0 1 0 Final Vol: 113 323*** 61 Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 0 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 111 323 61 234 365 141 190 1200 214 65 521 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 323 61 234 365 141 190 1200 214 65 521 151 Added Vol: 0 0 0 0 0 0 0 134 0 0 102 0 PasserByVol: 2 0 0 7 0 1 1 30 2 2 75 23 Initial Fut: 113 323 61 241 365 142 191 1364 216 67 698 174 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 113 323 61 241 365 142 191 1364 216 67 698 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 323 61 241 365 142 191 1364 216 67 698 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 113 323 61 241 365 142 191 1364 216 67 698 174 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.67 0.33 1.00 1.42 0.58 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3112 588 1750 2663 1036 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.14 0.14 0.14 0.11 0.24 0.12 0.04 0.12 0.10 Crit Moves **** **** **** **** Green Time: 23.6 23.6 23.6 31.3 31.3 31.3 29.7 54.4 78.0 8.7 33.4 64.7 Volume/Cap: 0.36 0.57 0.57 0.57 0.57 0.57 0.48 0.57 0.21 0.57 0.48 0.20 Delay/Veh: 46.7 49.5 49.5 44.1 44.0 44.0 44.3 29.2 12.0 65.5 41.2 18.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 46.7 49.5 49.5 44.1 44.0 44.0 44.3 29.2 12.0 65.5 41.2 18.3 LOS by Move: D D D D D D D C B+ E D B- HCM2k95thQ: 9 15 15 18 18 18 13 24 8 7 15 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-126 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 151*** 365 241 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 204 1 1 174 Loss Time (sec): 12 0 0 1395*** 3 Critical V/C: 0.580 3 716 0 Avg Crit Del (sec/veh): 38.1 0 229 1 Avg Delay (sec/veh): 36.6 1 67*** LOS: D+ t Lanes: 1 1 0 1 0 Final Vol: 122 323*** 61 Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 0 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 111 323 61 234 365 141 190 1200 214 65 521 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 323 61 234 365 141 190 1200 214 65 521 151 Added Vol: 9 0 0 0 0 9 13 165 13 0 120 0 PasserByVol: 2 0 0 7 0 1 1 30 2 2 75 23 Initial Fut: 122 323 61 241 365 151 204 1395 229 67 716 174 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 122 323 61 241 365 151 204 1395 229 67 716 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 323 61 241 365 151 204 1395 229 67 716 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 122 323 61 241 365 151 204 1395 229 67 716 174 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.67 0.33 1.00 1.40 0.60 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3112 588 1750 2616 1082 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.14 0.14 0.14 0.12 0.24 0.13 0.04 0.13 0.10 Crit Moves **** **** **** **** Green Time: 23.3 23.3 23.3 31.3 31.3 31.3 30.5 54.9 78.1 8.6 32.9 64.2 Volume/Cap: 0.39 0.58 0.58 0.57 0.58 0.58 0.50 0.58 0.22 0.58 0.50 0.20 Delay/Veh: 47.3 49.9 49.9 44.1 44.2 44.2 44.0 29.1 12.0 66.2 41.7 18.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.3 49.9 49.9 44.1 44.2 44.2 44.0 29.1 12.0 66.2 41.7 18.6 LOS by Move: D D D D D D D C B E D B- HCM2k95thQ: 9 15 15 18 18 18 14 24 9 7 16 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-127 0 0 404 2 Critical V/C: 0.354 2 685*** 0 Avg Crit Del (sec/veh): 16.0 0 0 0 Avg Delay (sec/veh): 16.4 1 25 LOS: B t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 8 0 0 33 0 0 0 0 8 PasserByVol: 0 0 0 0 0 0 0 124 0 0 216 0 Initial Fut: 0 0 0 69 0 83 83 404 0 25 685 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 69 0 83 83 404 0 25 685 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 69 0 83 83 404 0 25 685 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 69 0 83 83 404 0 25 685 38 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.45 0.00 0.55 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 794 0 956 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.09 0.05 0.11 0.00 0.01 0.18 0.02 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 19.6 0.0 19.6 10.7 30.2 0.0 21.2 40.7 40.7 Volume/Cap: 0.00 0.00 0.00 0.35 0.00 0.35 0.35 0.28 0.00 0.05 0.35 0.04 Delay/Veh: 0.0 0.0 0.0 25.5 0.0 25.5 32.4 17.4 0.0 22.0 11.9 9.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 25.5 0.0 25.5 32.4 17.4 0.0 22.0 11.9 9.9 LOS by Move: A A A C A C C- B A C+ B+ A HCM2k95thQ: 0 0 0 7 0 7 4 7 0 1 9 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l nd u d e Final Vol: 83 0 69*** Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 80 83*** 1 1 38 Loss Time (sec): 9 0 0 404 2 Critical V/C: 0.354 2 685*** 0 Avg Crit Del (sec/veh): 16.0 0 0 0 Avg Delay (sec/veh): 16.4 1 25 LOS: B t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 8 0 0 33 0 0 0 0 8 PasserByVol: 0 0 0 0 0 0 0 124 0 0 216 0 Initial Fut: 0 0 0 69 0 83 83 404 0 25 685 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 69 0 83 83 404 0 25 685 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 69 0 83 83 404 0 25 685 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 69 0 83 83 404 0 25 685 38 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.45 0.00 0.55 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 794 0 956 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.09 0.05 0.11 0.00 0.01 0.18 0.02 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 19.6 0.0 19.6 10.7 30.2 0.0 21.2 40.7 40.7 Volume/Cap: 0.00 0.00 0.00 0.35 0.00 0.35 0.35 0.28 0.00 0.05 0.35 0.04 Delay/Veh: 0.0 0.0 0.0 25.5 0.0 25.5 32.4 17.4 0.0 22.0 11.9 9.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 25.5 0.0 25.5 32.4 17.4 0.0 22.0 11.9 9.9 LOS by Move: A A A C A C C- B A C+ B+ A HCM2k95thQ: 0 0 0 7 0 7 4 7 0 1 9 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-128 0 0 440 2 Critical V/C: 0.785 2 722*** 0 Avg Crit Del (sec/veh): 31.8 0 0 0 Avg Delay (sec/veh): 29.6 1 25 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 184 0 208 300 36 0 0 37 117 PasserByVol: 0 0 0 0 0 0 0 124 0 0 216 0 Initial Fut: 0 0 0 245 0 291 350 440 0 25 722 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 245 0 291 350 440 0 25 722 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 245 0 291 350 440 0 25 722 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 245 0 291 350 440 0 25 722 147 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.46 0.00 0.54 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 800 0 950 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.31 0.00 0.31 0.20 0.12 0.00 0.01 0.19 0.08 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 31.2 0.0 31.2 20.4 23.4 0.0 16.4 19.4 19.4 Volume/Cap: 0.00 0.00 0.00 0.78 0.00 0.78 0.78 0.40 0.00 0.07 0.78 0.35 Delay/Veh: 0.0 0.0 0.0 27.4 0.0 27.4 36.6 22.9 0.0 25.8 32.8 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 27.4 0.0 27.4 36.6 22.9 0.0 25.8 32.8 25.6 LOS by Move: A A A C A C D+ C+ A C C- C HCM2k95thQ: 0 0 0 26 0 26 17 8 0 1 16 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l ncl u d e Final Vol: 291*** 0 245 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 80 350*** 1 1 147 Loss Time (sec): 9 0 0 440 2 Critical V/C: 0.785 2 722*** 0 Avg Crit Del (sec/veh): 31.8 0 0 0 Avg Delay (sec/veh): 29.6 1 25 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 184 0 208 300 36 0 0 37 117 PasserByVol: 0 0 0 0 0 0 0 124 0 0 216 0 Initial Fut: 0 0 0 245 0 291 350 440 0 25 722 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 245 0 291 350 440 0 25 722 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 245 0 291 350 440 0 25 722 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 245 0 291 350 440 0 25 722 147 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.46 0.00 0.54 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 800 0 950 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.31 0.00 0.31 0.20 0.12 0.00 0.01 0.19 0.08 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 31.2 0.0 31.2 20.4 23.4 0.0 16.4 19.4 19.4 Volume/Cap: 0.00 0.00 0.00 0.78 0.00 0.78 0.78 0.40 0.00 0.07 0.78 0.35 Delay/Veh: 0.0 0.0 0.0 27.4 0.0 27.4 36.6 22.9 0.0 25.8 32.8 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 27.4 0.0 27.4 36.6 22.9 0.0 25.8 32.8 25.6 LOS by Move: A A A C A C D+ C+ A C C- C HCM2k95thQ: 0 0 0 26 0 26 17 8 0 1 16 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-129 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 99 3003*** 360 Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 188 164 2 0 268 Loss Time (sec): 12 0 1 486 2 Critical V/C: 1.050 1 253 0 � Avg Crit Del (sec/veh): 92.4 � 0 643`"` 1 Avg Delay (sec/veh): 72.4 2 270*** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 55*** 1214 363 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 85 85 26 100 100 14 28 28 25 40 40 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 45.1 45.1 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 1220 358 356 3429 92 163 486 643 262 253 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1220 358 356 3429 92 163 486 643 262 253 260 Added Vol: 0 125 0 0 217 0 0 0 0 0 0 0 PasserByVol: 9 173 5 4 155 7 1 0 0 8 0 8 Initial Fut: 55 1518 363 360 3801 99 164 486 643 270 253 268 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 1214 363 360 3003 99 164 486 643 270 253 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 1214 363 360 3003 99 164 486 643 270 253 268 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 1214 363 360 3003 99 164 486 643 270 253 268 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.21 0.21 0.11 0.53 0.06 0.05 0.13 0.37 0.09 0.13 0.15 Crit Moves: **** **** **** **** Green Time: 12.5 89.6 115.7 27.4 104 119.6 15.2 32.4 44.9 26.1 43.3 70.7 Volume/Cap: 0.26 0.45 0.34 0.78 0.95 0.09 0.65 0.74 1.54 0.62 0.58 0.41 Delay/Veh: 80.5 31.5 17.0 82.8 44.8 12.7 85.9 75.3 322.4 75.7 62.4 41.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 80.5 31.5 17.0 82.8 44.8 12.7 85.9 75.3 322.4 75.7 62.4 41.6 LOS by Move: F C B F D B F E- F E- E D HCM2k95thQ: 3 25 19 24 84 4 12 25 103 17 23 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-130 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 99 3021*'* 360 Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 188 164 2 0 268 Loss Time (sec): 12 0 1 486 2 Critical V/C: 1.073 1 253 0 � Avg Crit Del (sec/veh): 97.4 � 0 663`"` 1 Avg Delay (sec/veh): 75.1 2 292*** LOS: E- -t t* Lanes: 2 0 3 0 1 Final Vol: 74*** 1256 382 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 85 85 26 100 100 14 28 28 25 40 40 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 45.1 45.1 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 1220 358 356 3429 92 163 486 643 262 253 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1220 358 356 3429 92 163 486 643 262 253 260 Added Vol: 19 177 19 0 240 0 0 0 20 22 0 0 PasserByVol: 9 173 5 4 155 7 1 0 0 8 0 8 Initial Fut: 74 1570 382 360 3824 99 164 486 663 292 253 268 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 1256 382 360 3021 99 164 486 663 292 253 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 1256 382 360 3021 99 164 486 663 292 253 268 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 1256 382 360 3021 99 164 486 663 292 253 268 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.22 0.22 0.11 0.53 0.06 0.05 0.13 0.38 0.09 0.13 0.15 Crit Moves: **** **** **** **** Green Time: 12.5 89.6 115.7 27.4 104 119.6 15.2 32.4 44.9 26.1 43.3 70.7 Volume/Cap: 0.35 0.46 0.35 0.78 0.95 0.09 0.65 0.74 1.59 0.67 0.58 0.41 Delay/Veh: 81.3 31.8 17.2 82.8 45.7 12.7 85.9 75.3 343.3 77.5 62.4 41.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 81.3 31.8 17.2 82.8 45.7 12.7 85.9 75.3 343.3 77.5 62.4 41.6 LOS by Move: F C B F D B F E- F E- E D HCM2k95thQ: 5 26 20 24 86 4 12 25 108 19 23 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-131 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 363*** 2 Critical V/C: 0.882 2 155 0 Avg Crit Del (sec/veh): 91.6 0 265 1 Avg Delay (sec/veh): 71.0 2 125*** LOS: E t Lanes: 1 0 3 0 1 Final Vol: 176*** 1173 178 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 0 125 0 0 217 0 0 0 0 0 0 0 PasserByVol: 9 123 6 5 136 20 4 3 2 0 6 4 Initial Fut: 176 1466 178 358 4235 351 201 363 265 125 155 171 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 1173 178 358 3346 351 201 363 265 125 155 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1173 178 358 3346 351 201 363 265 125 155 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 1173 178 358 3346 351 201 363 265 125 155 171 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.21 0.10 0.11 0.59 0.20 0.06 0.10 0.15 0.04 0.04 0.10 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 0.95 0.41 0.17 0.80 1.10 0.32 0.68 0.46 0.49 0.45 0.20 0.29 Delay/Veh: 132.5 28.9 17.3 84.3 93.0 15.8 84.9 63.2 51.0 78.9 60.2 43.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 132.5 28.9 17.3 84.3 93.0 15.8 84.9 63.2 51.0 78.9 60.2 43.4 LOS by Move: F C B F F B F E D- E- E D HCM2k95thQ: 22 23 9 20 107 17 14 16 23 9 7 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 351 3346*** 358 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 201 2 1 171 0 Loss Time (sec): 12 0 363*** 2 Critical V/C: 0.882 2 155 0 Avg Crit Del (sec/veh): 91.6 0 265 1 Avg Delay (sec/veh): 71.0 2 125*** LOS: E t Lanes: 1 0 3 0 1 Final Vol: 176*** 1173 178 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 0 125 0 0 217 0 0 0 0 0 0 0 PasserByVol: 9 123 6 5 136 20 4 3 2 0 6 4 Initial Fut: 176 1466 178 358 4235 351 201 363 265 125 155 171 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 1173 178 358 3346 351 201 363 265 125 155 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1173 178 358 3346 351 201 363 265 125 155 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 1173 178 358 3346 351 201 363 265 125 155 171 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.21 0.10 0.11 0.59 0.20 0.06 0.10 0.15 0.04 0.04 0.10 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 0.95 0.41 0.17 0.80 1.10 0.32 0.68 0.46 0.49 0.45 0.20 0.29 Delay/Veh: 132.5 28.9 17.3 84.3 93.0 15.8 84.9 63.2 51.0 78.9 60.2 43.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 132.5 28.9 17.3 84.3 93.0 15.8 84.9 63.2 51.0 78.9 60.2 43.4 LOS by Move: F C B F F B F E D- E- E D HCM2k95thQ: 22 23 9 20 107 17 14 16 23 9 7 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-132 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 363*** 2 Critical V/C: 0.902 2 155 0 Avg Crit Del (sec/veh): 98.1 0 278 1 Avg Delay (sec/veh): 74.6 2 138*** LOS: E t Lanes: 1 0 3 0 1 Final Vol: 186*** 1246 185 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 10 216 7 0 281 0 0 0 13 13 0 0 PasserByVol: 9 123 6 5 136 20 4 3 2 0 6 4 Initial Fut: 186 1557 185 358 4299 351 201 363 278 138 155 171 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 1246 185 358 3396 351 201 363 278 138 155 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 1246 185 358 3396 351 201 363 278 138 155 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 1246 185 358 3396 351 201 363 278 138 155 171 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.22 0.11 0.11 0.60 0.20 0.06 0.10 0.16 0.04 0.04 0.10 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 1.01 0.44 0.18 0.80 1.12 0.32 0.68 0.46 0.51 0.49 0.20 0.29 Delay/Veh: 148.5 29.3 17.4 84.3 99.9 15.8 84.9 63.2 51.6 79.5 60.2 43.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 148.5 29.3 17.4 84.3 99.9 15.8 84.9 63.2 51.6 79.5 60.2 43.4 LOS by Move: F C B F F B F E D- E- E D HCM2k95thQ: 24 25 10 20 111 17 14 16 24 10 7 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 351 3396*** 358 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 201 2 1 171 0 Loss Time (sec): 12 0 363*** 2 Critical V/C: 0.902 2 155 0 Avg Crit Del (sec/veh): 98.1 0 278 1 Avg Delay (sec/veh): 74.6 2 138*** LOS: E t Lanes: 1 0 3 0 1 Final Vol: 186*** 1246 185 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 10 216 7 0 281 0 0 0 13 13 0 0 PasserByVol: 9 123 6 5 136 20 4 3 2 0 6 4 Initial Fut: 186 1557 185 358 4299 351 201 363 278 138 155 171 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 1246 185 358 3396 351 201 363 278 138 155 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 1246 185 358 3396 351 201 363 278 138 155 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 1246 185 358 3396 351 201 363 278 138 155 171 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.22 0.11 0.11 0.60 0.20 0.06 0.10 0.16 0.04 0.04 0.10 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 1.01 0.44 0.18 0.80 1.12 0.32 0.68 0.46 0.51 0.49 0.20 0.29 Delay/Veh: 148.5 29.3 17.4 84.3 99.9 15.8 84.9 63.2 51.6 79.5 60.2 43.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 148.5 29.3 17.4 84.3 99.9 15.8 84.9 63.2 51.6 79.5 60.2 43.4 LOS by Move: F C B F F B F E D- E- E D HCM2k95thQ: 24 25 10 20 111 17 14 16 24 10 7 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-133 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved a p Final Vol: 174 3391 135*** Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 71 2 0 41 Loss Time (sec): 12 0 1 93*** 0 Critical V/C: 0.501 0 61 1 Avg Crit Del (sec/veh): 33.4 0 85 0 Avg Delay (sec/veh): 31.7 1 83*** LOS: C Lanes: 1 0 3 0 1 Final Vol: 100 1392*** 179 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 15 112 112 21 118 118 13 23 23 12 21 21 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 91 1503 176 127 4032 161 71 86 85 74 55 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 1503 176 127 4032 161 71 86 85 74 55 36 Added Vol: 0 125 0 0 217 0 0 0 0 0 0 0 PasserByVol: 9 112 3 8 43 13 0 7 0 9 6 5 Initial Fut: 100 1740 179 135 4292 174 71 93 85 83 61 41 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 1392 179 135 3391 174 71 93 85 83 61 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 1392 179 135 3391 174 71 93 85 83 61 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 1392 179 135 3391 174 71 93 85 83 61 41 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.52 0.48 1.00 0.60 0.40 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 940 860 1750 1076 724 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.24 0.10 0.08 0.59 0.10 0.02 0.10 0.10 0.05 0.06 0.06 Crit Moves **** **** **** **** Green Time: 15.8 118 130.9 22.2 125 138.7 14.1 24.3 40.1 12.7 22.8 45.0 Volume/Cap: 0.69 0.39 0.15 0.66 0.91 0.14 0.30 0.77 0.47 0.71 0.47 0.24 Delay/Veh: 93.0 17.1 9.8 83.9 30.0 7.3 79.6 91.0 63.1 100.8 75.5 55.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 93.0 17.1 9.8 83.9 30.0 7.3 79.6 91.0 63.1 100.8 75.5 55.9 LOS by Move: F B A F C A E- F E F E- E+ HCM2k95thQ: ll 21 7 14 75 6 5 21 17 12 11 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 13:09:30 2018 Paas 2-134 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 174 3462 135*** Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 71 2 0 41 Loss Time (sec): 12 0 1 93*** 0 Critical V/C: 0.520 0 61 1 Avg Crit Del (sec/veh): 33.2 0 88 0 Avg Delay (sec/veh): 32.8 1 84*** LOS: C- Lanes: 1 0 3 0 1 Final Vol: 106 1479*** 186 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 15 112 112 21 118 118 13 23 23 12 21 21 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 91 1503 176 127 4032 161 71 86 85 74 55 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 1503 176 127 4032 161 71 86 85 74 55 36 Added Vol: 6 234 7 0 307 0 0 0 3 1 0 0 PasserByVol: 9 112 3 8 43 13 0 7 0 9 6 5 Initial Fut: 106 1849 186 135 4382 174 71 93 88 84 61 41 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 106 1479 186 135 3462 174 71 93 88 84 61 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 1479 186 135 3462 174 71 93 88 84 61 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 106 1479 186 135 3462 174 71 93 88 84 61 41 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.51 0.49 1.00 0.60 0.40 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 925 875 1750 1076 724 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.11 0.08 0.61 0.10 0.02 0.10 0.10 0.05 0.06 0.06 Crit Moves **** **** **** **** Green Time: 15.8 118 130.9 22.2 125 138.7 14.1 24.3 40.1 12.7 22.8 45.0 Volume/Cap: 0.73 0.42 0.15 0.66 0.93 0.14 0.30 0.79 0.48 0.72 0.47 0.24 Delay/Veh: 97.2 17.4 9.8 83.9 31.9 7.3 79.6 92.5 63.2 101.9 75.5 55.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.2 17.4 9.8 83.9 31.9 7.3 79.6 92.5 63.2 101.9 75.5 55.9 LOS by Move: F B A F C A E- F E F E- E+ HCM2k95thQ: ll 23 7 14 79 6 5 22 17 12 11 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 09:13:59 2018 Page 1-1 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Cumulative AM Cumulative AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #1 ? xx.x x.xxx xx.x C+ 22.1 0.618 17.7 C+ 22.1 0.629 +0.011 17.5 -0.2 ? xx.x x.xxx xx.x #2 ? xx.x x.xxx xx.x D- 54.6 1.097 121.3 E+ 58.1 1.127 +0.030 133.8 +12.5 ? xx.x x.xxx xx.x #3 ? xx.x x.xxx xx.x D 41.3 0.865 48.1 D 42.8 0.891 +0.025 49.9 +1.7 ? xx.x x.xxx xx.x #4 ? xx.x x.xxx xx.x F 85.8 1.088 94.7 F 87.8 1.096 +0.007 97.6 +2.9 ? xx.x x.xxx xx.x #5 ? xx.x x.xxx xx.x F 80.1 1.085 96.8 F 82.3 1.095 +0.009 100.5 +3.7 ? xx.x x.xxx xx.x #6 ? xx.x x.xxx xx.x B 13.3 0.809 11.8 B 13.3 0.815 +0.006 11.9 +0.1 ? xx.x x.xxx xx.x #7 ? xx.x x.xxx xx.x C 23.2 0.832 20.8 C 23.2 0.838 +0.006 21.0 +0.2 ? xx.x x.xxx xx.x #8 ? xx.x x.xxx xx.x D 48.3 0.981 50.8 D- 52.3 1.002 +0.021 57.2 +6.4 ? xx.x x.xxx xx.x #9 ? xx.x x.xxx xx.x C+ 20.9 0.867 34.9 C+ 21.6 0.882 +0.016 36.5 +1.6 ? xx.x x.xxx xx.x #10 ? xx.x x.xxx xx.x C 27.7 0.822 41.8 C 28.7 0.840 +0.018 42.7 +0.9 ? xx.x x.xxx xx.x #11 ? xx.x x.xxx xx.x D 42.1 0.884 43.4 D 48.1 0.941 +0.057 52.2 +8.8 ? xx.x x.xxx xx.x #12 ? xx.x x.xxx xx.x D+ 36.3 0.798 32.6 D+ 36.7 0.833 +0.036 33.3 +0.8 ? xx.x x.xxx xx.x #13 ? xx.x x.xxx xx.x D 39.2 0.948 42.1 D 43.7 0.985 +0.037 48.5 +6.4 ? xx.x x.xxx xx.x #14 ? xx.x x.xxx xx.x C 24.4 0.694 35.6 C 26.4 0.746 +0.052 37.0 +1.4 ? xx.x x.xxx xx.x #15 ? xx.x x.xxx xx.x B 12.6 0.670 14.7 B 13.0 0.694 +0.024 15.3 +0.6 ? xx.x x.xxx xx.x #16 ? xx.x x.xxx xx.x B- 19.1 0.708 19.5 B- 19.1 0.720 +0.011 19.6 +0.1 ? xx.x x.xxx xx.x #17 ? xx.x x.xxx xx.x B- 19.8 0.500 14.9 C+ 20.3 0.545 +0.045 16.0 +1.1 ? xx.x x.xxx xx.x #18 ? xx.x x.xxx xx.x C 23.8 0.647 30.2 C 23.9 0.662 +0.016 30.4 +0.2 ? xx.x x.xxx xx.x #19 ? xx.x x.xxx xx.x C- 34.2 0.793 36.1 C- 35.0 0.853 +0.060 38.6 +2.5 ? xx.x x.xxx xx.x #20 ? xx.x x.xxx xx.x B- 18.8 0.539 18.6 B 17.3 0.584 +0.045 17.8 -0.8 ? xx.x x.xxx xx.x #21 ? xx.x x.xxx xx.x A 9.0 0.463 7.1 C 31.5 0.788 +0.325 40.1 +33.0 ? xx.x x.xxx xx.x #22 ? xx.x x.xxx xx.x E+ 57.3 0.880 64.2 E+ 59.2 0.915 +0.035 68.9 +4.7 ? xx.x x.xxx xx.x #23 ? xx.x x.xxx xx.x E+ 58.4 0.708 54.0 E 60.3 0.739 +0.031 55.9 +1.9 ? xx.x x.xxx xx.x #24 ? xx.x x.xxx xx.x B 16.4 0.700 22.4 B 16.8 0.733 +0.033 23.1 +0.7 ? xx.x x.xxx xx.x #25 ? xx.x x.xxx xx.x B 17.8 0.608 15.8 B 17.7 0.638 +0.030 15.8 -0.0 ? xx.x x.xxx xx.x #26 ? xx.x x.xxx xx.x D 39.4 0.850 40.2 D 42.9 0.916 +0.066 47.7 +7.5 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 09:13:59 2018 Page 1-2 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Cumulative AM Cumulative AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #27 ? xx.x x.xxx xx.x B- 18.9 0.573 27.6 B- 18.5 0.602 +0.029 27.5 -0.0 ? xx.x x.xxx xx.x #28 ? xx.x x.xxx xx.x C 28.8 0.620 27.9 C 28.4 0.638 +0.017 27.6 -0.3 ? xx.x x.xxx xx.x #29 ? xx.x x.xxx xx.x B- 19.0 0.898 22.3 C+ 21.7 0.929 +0.031 24.7 +2.4 ? xx.x x.xxx xx.x #30 ? xx.x x.xxx xx.x B 14.1 0.702 15.0 B 15.4 0.781 +0.079 16.4 +1.4 ? xx.x x.xxx xx.x #31 ? xx.x x.xxx xx.x C 24.2 0.630 27.4 D+ 38.7 0.917 +0.287 47.5 +20.1 ? xx.x x.xxx xx.x #32 ? xx.x x.xxx xx.x E 71.1 1.081 105.8 F 96.8 1.195 +0.114 149.4 +43.6 ? xx.x x.xxx xx.x #33 ? xx.x x.xxx xx.x A 7.1 0.602 8.3 A 7.0 0.624 +0.022 8.3 +0.0 ? xx.x x.xxx xx.x #34 ? xx.x x.xxx xx.x A 5.2 0.548 5.1 A 5.4 0.573 +0.025 5.3 +0.2 ? xx.x x.xxx xx.x #35 ? xx.x x.xxx xx.x D 39.5 0.758 42.0 D 40.5 0.784 +0.026 43.3 +1.3 ? xx.x x.xxx xx.x #36 ? xx.x x.xxx xx.x D+ 38.6 0.781 42.2 D 40.8 0.793 +0.012 46.5 +4.3 ? xx.x x.xxx xx.x #37 ? xx.x x.xxx xx.x C 28.3 0.614 33.6 C 27.8 0.641 +0.027 33.3 -0.3 ? xx.x x.xxx xx.x #38 ? xx.x x.xxx xx.x D 40.6 0.672 39.5 D 41.2 0.681 +0.009 39.5 +0.0 ? xx.x x.xxx xx.x #39 ? xx.x x.xxx xx.x C 23.0 0.554 23.3 C 23.3 0.588 +0.034 24.0 +0.8 ? xx.x x.xxx xx.x #40 ? xx.x x.xxx xx.x C 23.5 0.489 21.1 C 23.4 0.513 +0.024 21.0 -0.1 ? xx.x x.xxx xx.x #41 ? xx.x x.xxx xx.x C 24.5 0.466 22.5 C 27.0 0.478 +0.012 23.5 +1.0 ? xx.x x.xxx xx.x #42 ? xx.x x.xxx xx.x D 48.9 0.922 71.4 E+ 55.0 1.006 +0.083 89.3 +17.9 ? xx.x x.xxx xx.x #43 ? xx.x x.xxx xx.x F 108.7 0.784 141.2 F 141.6 0.837 +0.052 188.9 +47.7 ? xx.x x.xxx xx.x #44 ? xx.x x.xxx xx.x F 138.3 0.716 165.7 F 173.9 0.763 +0.047 214.2 +48.5 ? xx.x x.xxx xx.x #45 ? xx.x x.xxx xx.x F 106.2 0.721 126.2 F 131.3 0.760 +0.039 158.1 +31.9 ? xx.x x.xxx xx.x #46 ? xx.x x.xxx xx.x D- 52.9 1.049 64.8 E 71.6 1.113 +0.064 89.5 +24.7 ? xx.x x.xxx xx.x #47 ? xx.x x.xxx xx.x D 40.1 0.703 43.5 D 42.2 0.750 +0.047 46.1 +2.5 ? xx.x x.xxx xx.x #48 ? xx.x x.xxx xx.x F 98.9 0.839 127.7 F 102.4 0.851 +0.012 132.6 +4.8 ? xx.x x.xxx xx.x #49 ? xx.x x.xxx xx.x E 60.0 0.991 72.5 E 60.7 1.002 +0.011 74.2 +1.7 ? xx.x x.xxx xx.x #50 ? xx.x x.xxx xx.x C- 35.0 0.808 37.6 D+ 36.8 0.853 +0.045 39.9 +2.3 ? xx.x x.xxx xx.x #51 ? xx.x x.xxx xx.x F 83.3 1.086 107.4 F 87.3 1.108 +0.022 112.2 +4.8 ? xx.x x.xxx xx.x #52 ? xx.x x.xxx xx.x D 46.0 0.891 59.1 D 49.9 0.902 +0.012 64.3 +5.1 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 09:13:59 2018 Page 1-3 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Cumulative AM Cumulative AM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #53 ? xx.x x.xxx xx.x F 113.7 0.996 144.2 F 122.5 1.008 +0.012 152.0 +7,7 ? xx.x x.xxx xx.x #54 ? xx.x x.xxx xx.x D 41.6 0.573 82.1 D 42.2 0.581 +0.008 83.1 +1.0 ? xx.x x.xxx xx.x #55 ? xx.x x.xxx xx.x D- 53.6 0.783 63.4 E+ 58.7 0.803 +0.021 71.8 +8.4 ? xx.x x.xxx xx.x #56 ? xx.x x.xxx xx.x D 44.2 0.636 49.6 D 45.5 0.669 +0.033 51.7 +2.2 ? xx.x x.xxx xx.x #57 ? xx.x x.xxx xx.x D 46.2 0.831 53.0 D 46.0 0.831 +0.000 48.6 -4.4 ? xx.x x.xxx xx.x #58 ? xx.x x.xxx xx.x C+ 21.1 0.672 25.9 C+ 21.7 0.696 +0.024 26.5 +0.6 ? xx.x x.xxx xx.x #59 ? xx.x x.xxx xx.x B 17.4 0.689 22.1 B 17.6 0.693 +0.004 22.2 +0.1 ? xx.x x.xxx xx.x #60 ? xx.x x.xxx xx.x D 42.6 0.532 46.6 D 44.0 0.547 +0.015 48.8 +2.1 ? xx.x x.xxx xx.x #61 ? xx.x x.xxx xx.x C 28.4 0.348 29.7 C 28.3 0.359 +0.011 29.5 -0.1 ? xx.x x.xxx xx.x #62 ? xx.x x.xxx xx.x B- 18.6 0.238 19.1 B- 19.1 0.251 +0.013 19.4 +0.3 ? xx.x x.xxx xx.x #63 ? xx.x x.xxx xx.x D 40.1 0.565 46.2 D 40.3 0.575 +0.010 46.5 +0.3 ? xx.x x.xxx xx.x #64 ? xx.x x.xxx xx.x B+ 10.3 0.223 7.5 C+ 21.1 0.494 +0.271 22.2 +14.7 ? xx.x x.xxx xx.x #65 ? xx.x x.xxx xx.x E 66.2 0.456 143.3 E 69.2 0.470 +0.014 152.2 +8.9 ? xx.x x.xxx xx.x #66 ? xx.x x.xxx xx.x E 73.5 1.067 91.2 E- 76.5 1.077 +0.010 95.8 +4.6 ? xx.x x.xxx xx.x #67 ? xx.x x.xxx xx.x D+ 35.9 0.514 33.4 D+ 37.0 0.534 +0.020 34.3 +0.9 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Final Vol: Lanes: Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 526*** 0 1165 1 0 0 1 2 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 17.7 0*** 0 22.1 0 C+ 1348 3 1 0 156 0 0 Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 526*** 0 1165 1 0 0 1 2 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.618 Avg Crit Del (sec/veh): 17.7 Avg Delay (sec/veh): 22.1 LOS: C+ 0 0 0 0 0 0 0 0 Signal=Spl iURights=l ncl u d e Signal=Protect Rights=Include Lanes: Final Vol: 0 0 0 2 1044*** 0 2 174 Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1013 0 524 0 1220 156 145 916 0 Added Vol: 0 0 0 151 0 0 0 59 0 29 76 0 PasserByVol: 0 0 0 1 0 2 0 69 0 0 52 0 Initial Fut: 0 0 0 1165 0 526 0 1348 156 174 1044 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1165 0 526 0 1348 156 174 1044 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1165 0 526 0 1348 156 174 1044 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1165 0 526 0 1348 156 174 1044 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 1.00 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 3.00 0.00 1.00 0.00 3.57 0.43 2.00 2.00 0.00 Final Sat.: 0 0 0 4950 0 1750 0 6721 778 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.00 0.30 0.00 0.20 0.20 0.06 0.27 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 63.2 0.0 63.2 0.0 45.3 45.3 12.5 57.8 0.0 Volume/Cap: 0.00 0.00 0.00 0.48 0.00 0.62 0.00 0.58 0.58 0.58 0.62 0.00 Delay/Veh: 0.0 0.0 0.0 22.6 0.0 25.9 0.0 22.5 22.5 55.0 13.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 22.6 0.0 25.9 0.0 22.5 22.5 55.0 13.6 0.0 LOS by Move: A A A C+ A C A C+ C+ D- B A HCM2k95thQ: 0 0 0 21 0 29 0 18 18 8 19 0 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-2 0 Loss Time (sec): 9 0 1389 3 Critical V/C: 0.629 2 1083*** 1 � Avg Crit Del (sec/veh): 17.5 � 0 156 0 Avg Delay (sec/veh): 22.1 2 174 LOS: C+ t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1013 0 524 0 1220 156 145 916 0 Added Vol: 0 0 0 231 0 0 0 100 0 29 115 0 PasserByVol: 0 0 0 1 0 2 0 69 0 0 52 0 Initial Fut: 0 0 0 1245 0 526 0 1389 156 174 1083 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1245 0 526 0 1389 156 174 1083 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1245 0 526 0 1389 156 174 1083 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1245 0 526 0 1389 156 174 1083 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 1.00 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 3.00 0.00 1.00 0.00 3.58 0.42 2.00 2.00 0.00 Final Sat.: 0 0 0 4950 0 1750 0 6741 757 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.25 0.00 0.30 0.00 0.21 0.21 0.06 0.28 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 62.1 0.0 62.1 0.0 46.4 46.4 12.5 58.9 0.0 Volume/Cap: 0.00 0.00 0.00 0.53 0.00 0.63 0.00 0.58 0.58 0.58 0.63 0.00 Delay/Veh: 0.0 0.0 0.0 23.9 0.0 26.9 0.0 21.6 21.6 55.0 12.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 23.9 0.0 26.9 0.0 21.6 21.6 55.0 12.9 0.0 LOS by Move: A A A C A C A C+ C+ E+ B A HCM2k95thQ: 0 0 0 23 0 30 0 18 18 8 19 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Signal=Spl it/Rights=l nd u d e Final Vol: 526*** 0 1245 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0*** 0 0 0 0 Loss Time (sec): 9 0 1389 3 Critical V/C: 0.629 2 1083*** 1 � Avg Crit Del (sec/veh): 17.5 � 0 156 0 Avg Delay (sec/veh): 22.1 2 174 LOS: C+ t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 1013 0 524 0 1220 156 145 916 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1013 0 524 0 1220 156 145 916 0 Added Vol: 0 0 0 231 0 0 0 100 0 29 115 0 PasserByVol: 0 0 0 1 0 2 0 69 0 0 52 0 Initial Fut: 0 0 0 1245 0 526 0 1389 156 174 1083 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1245 0 526 0 1389 156 174 1083 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1245 0 526 0 1389 156 174 1083 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1245 0 526 0 1389 156 174 1083 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 1.00 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 3.00 0.00 1.00 0.00 3.58 0.42 2.00 2.00 0.00 Final Sat.: 0 0 0 4950 0 1750 0 6741 757 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.25 0.00 0.30 0.00 0.21 0.21 0.06 0.28 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 62.1 0.0 62.1 0.0 46.4 46.4 12.5 58.9 0.0 Volume/Cap: 0.00 0.00 0.00 0.53 0.00 0.63 0.00 0.58 0.58 0.58 0.63 0.00 Delay/Veh: 0.0 0.0 0.0 23.9 0.0 26.9 0.0 21.6 21.6 55.0 12.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 23.9 0.0 26.9 0.0 21.6 21.6 55.0 12.9 0.0 LOS by Move: A A A C A C A C+ C+ E+ B A HCM2k95thQ: 0 0 0 23 0 30 0 18 18 8 19 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-3 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Loss Signal=Spl it/Rights=l gnore (sec): 9 Final Vol: 0 91 46*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 777*** 2 1.097 3 1 666*** Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Loss Time (sec): 9 0 0 1754 3 Critical V/C: 1.097 3 795 0 � Avg Crit Del (sec/veh): 121.3 � 0 0 0 Avg Delay (sec/veh): 54.6 0 0 LOS: D- t Lanes: 0 0 1! 0 1 Final Vol: 322*** 8 567 Signal=Spl it/Rights=l ncl u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 77 0 0 0 0 210 0 0 105 85 PasserByVol: 0 0 0 0 0 0 19 51 0 0 52 5 Initial Fut: 322 8 567 46 91 0 777 1754 0 0 795 666 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 322 8 567 46 91 0 777 1754 0 0 795 666 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 567 46 91 0 777 1754 0 0 795 666 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 322 8 567 46 91 0 777 1754 0 0 795 666 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.52 0.01 1.47 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 919 23 2559 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.35 0.35 0.22 0.04 0.04 0.00 0.25 0.31 0.00 0.00 0.14 0.38 Crit Moves: **** **** **** **** Green Time: 36.2 36.2 36.2 10.0 10.0 0.0 25.5 64.8 0.0 0.0 39.3 39.3 Volume/Cap: 1.16 1.16 0.73 0.44 0.44 0.00 1.16 0.57 0.00 0.00 0.43 1.16 Delay/Veh: 128.7 129 39.9 53.4 53.4 0.0 127.4 4.3 0.0 0.0 21.4 118.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 128.7 129 39.9 53.4 53.4 0.0 127.4 4.3 0.0 0.0 21.4 118.1 LOS by Move: F F D D- D- A F A A A C+ F HCM2k95thQ: 61 61 26 6 6 0 43 10 0 0 10 60 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-4 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan Loss SJ17-1786 (sec): Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 91 46*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 777*** 2 1 715*** Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Loss Time (sec): 9 0 0 1875 3 Critical V/C: 1.127 3 833 0 Avg Crit Del (sec/veh): 133.8 0 0 0 Avg Delay (sec/veh): 58.1 0 0 LOS: E+ t Lanes: 0 0 1! 0 1 Final Vol: 322*** 8 567 Signal=Spl it/Rights=l ncl u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 77 0 0 0 0 331 0 0 143 134 PasserByVol: 0 0 0 0 0 0 19 51 0 0 52 5 Initial Fut: 322 8 567 46 91 0 777 1875 0 0 833 715 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 322 8 567 46 91 0 777 1875 0 0 833 715 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 567 46 91 0 777 1875 0 0 833 715 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 322 8 567 46 91 0 777 1875 0 0 833 715 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.52 0.01 1.47 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 919 23 2559 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.35 0.35 0.22 0.04 0.04 0.00 0.25 0.33 0.00 0.00 0.15 0.41 Crit Moves: **** **** **** **** Green Time: 35.2 35.2 35.2 10.0 10.0 0.0 24.8 65.8 0.0 0.0 41.0 41.0 Volume/Cap: 1.20 1.20 0.76 0.44 0.44 0.00 1.20 0.60 0.00 0.00 0.43 1.20 Delay/Veh: 143.0 143 41.3 53.4 53.4 0.0 141.7 3.8 0.0 0.0 20.0 129.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 143.0 143 41.3 53.4 53.4 0.0 141.7 3.8 0.0 0.0 20.0 129.2 LOS by Move: F F D D- D- A F A A A C+ F HCM2k95thQ: 63 63 27 6 6 0 44 10 0 0 11 67 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-5 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 218 306*** 179 Lanes: 0 1 1 0 4 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 323*** 1 1 175 Loss Time (sec): 12 0 0 996 2 Critical V/C: 0.865 2 1029*** 0 Avg Crit Del (sec/veh): 48.1 0 202 1 Avg Delay (sec/veh): 41.3 2 345 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 318*** 597 169 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 270 586 162 177 304 184 310 776 181 337 678 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 586 162 177 304 184 310 776 181 337 678 171 Added Vol: 48 0 3 2 0 29 12 168 21 8 298 4 PasserByVol: 0 11 4 0 2 5 1 52 0 0 53 0 Initial Fut: 318 597 169 179 306 218 323 996 202 345 1029 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 318 597 169 179 306 218 323 996 202 345 1029 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 318 597 169 179 306 218 323 996 202 345 1029 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 318 597 169 179 306 218 323 996 202 345 1029 175 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.55 0.45 1.00 1.15 0.85 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2883 816 1750 2160 1539 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.21 0.21 0.10 0.14 0.14 0.18 0.26 0.12 0.11 0.27 0.10 Crit Moves: **** **** **** **** Green Time: 25.2 30.0 30.0 14.8 19.7 19.7 25.6 44.5 44.5 18.6 37.6 37.6 Volume/Cap: 0.87 0.83 0.83 0.83 0.87 0.87 0.87 0.71 0.31 0.71 0.87 0.32 Delay/Veh: 64.6 48.8 48.8 73.8 61.3 61.3 55.9 21.2 16.5 46.9 33.9 22.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.6 48.8 48.8 73.8 61.3 61.3 55.9 21.2 16.5 46.9 33.9 22.3 LOS by Move: E D D E E E E+ C+ B D C- C+ HCM2k95thQ: 27 28 28 17 22 22 23 22 7 13 28 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-6 Loss Time (sec): 12 0 0 1117 2 Critical V/C: 0.891 2 1116*** 0 � Avg Crit Del (sec/veh): 49.9 � 0 202 1 Avg Delay (sec/veh): 42.8 2 348 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 318*** 597 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 270 586 162 177 304 184 310 776 181 337 678 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 586 162 177 304 184 310 776 181 337 678 171 Added Vol: 48 0 10 15 0 29 12 289 21 11 385 13 PasserByVol: 0 11 4 0 2 5 1 52 0 0 53 0 Initial Fut: 318 597 176 192 306 218 323 1117 202 348 1116 184 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 318 597 176 192 306 218 323 1117 202 348 1116 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 318 597 176 192 306 218 323 1117 202 348 1116 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 318 597 176 192 306 218 323 1117 202 348 1116 184 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.53 0.47 1.00 1.15 0.85 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2857 842 1750 2160 1539 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.21 0.21 0.11 0.14 0.14 0.18 0.29 0.12 0.11 0.29 0.11 Crit Moves: **** **** **** **** Green Time: 24.5 28.6 28.6 15.0 19.1 19.1 24.9 46.8 46.8 17.6 39.6 39.6 Volume/Cap: 0.89 0.88 0.88 0.88 0.89 0.89 0.89 0.75 0.30 0.75 0.89 0.32 Delay/Veh: 69.5 54.0 54.0 82.1 65.1 65.1 61.0 20.3 14.7 50.4 33.9 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 69.5 54.0 54.0 82.1 65.1 65.1 61.0 20.3 14.7 50.4 33.9 20.6 LOS by Move: E D- D- F E E E C+ B D C- C+ HCM2k95thQ: 27 30 30 19 23 23 24 25 7 13 30 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 218 306*** 192 Lanes: 0 1 1 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 323*** 1 1 184 Loss Time (sec): 12 0 0 1117 2 Critical V/C: 0.891 2 1116*** 0 � Avg Crit Del (sec/veh): 49.9 � 0 202 1 Avg Delay (sec/veh): 42.8 2 348 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 318*** 597 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 270 586 162 177 304 184 310 776 181 337 678 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 586 162 177 304 184 310 776 181 337 678 171 Added Vol: 48 0 10 15 0 29 12 289 21 11 385 13 PasserByVol: 0 11 4 0 2 5 1 52 0 0 53 0 Initial Fut: 318 597 176 192 306 218 323 1117 202 348 1116 184 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 318 597 176 192 306 218 323 1117 202 348 1116 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 318 597 176 192 306 218 323 1117 202 348 1116 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 318 597 176 192 306 218 323 1117 202 348 1116 184 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.53 0.47 1.00 1.15 0.85 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2857 842 1750 2160 1539 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.21 0.21 0.11 0.14 0.14 0.18 0.29 0.12 0.11 0.29 0.11 Crit Moves: **** **** **** **** Green Time: 24.5 28.6 28.6 15.0 19.1 19.1 24.9 46.8 46.8 17.6 39.6 39.6 Volume/Cap: 0.89 0.88 0.88 0.88 0.89 0.89 0.89 0.75 0.30 0.75 0.89 0.32 Delay/Veh: 69.5 54.0 54.0 82.1 65.1 65.1 61.0 20.3 14.7 50.4 33.9 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 69.5 54.0 54.0 82.1 65.1 65.1 61.0 20.3 14.7 50.4 33.9 20.6 LOS by Move: E D- D- F E E E C+ B D C- C+ HCM2k95thQ: 27 30 30 19 23 23 24 25 7 13 30 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-7 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 115 954 83*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 188*** 1 0 56 Loss Time (sec): 12 0 1 325 1 Critical V/C: 1.088 0 278*** 1 � Avg Crit Del (sec/veh): 94.7 � 0 112 0 Avg Delay (sec/veh): 85.8 2 474 LOS: F t Lanes: 2 0 2 1 0 Final Vol: 166 3492*** 370 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 166 2715 366 38 696 115 175 325 112 425 267 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 166 2715 366 38 696 115 175 325 112 425 267 56 Added Vol: 0 725 4 0 218 0 0 0 0 1 0 0 PasserByVol: 0 52 0 45 40 0 13 0 0 48 11 0 Initial Fut: 166 3492 370 83 954 115 188 325 112 474 278 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 166 3492 370 83 954 115 188 325 112 474 278 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 166 3492 370 83 954 115 188 325 112 474 278 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 166 3492 370 83 954 115 188 325 112 474 278 56 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.70 0.30 2.00 2.67 0.33 1.00 1.47 0.53 2.00 0.83 0.17 Final Sat.: 3150 5063 536 3150 4997 602 1750 2751 948 3150 1498 302 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.69 0.69 0.03 0.19 0.19 0.11 0.12 0.12 0.15 0.19 0.19 Crit Moves **** **** **** **** Green Time: 23.7 102 102.5 7.0 85.8 85.8 16.0 19.1 19.1 24.4 27.6 27.6 Volume/Cap: 0.37 1.11 1.11 0.62 0.37 0.37 1.11 1.02 1.02 1.02 1.11 1.11 Delay/Veh: 64.4 85.8 85.8 86.4 23.6 23.6 176.4 121 121.1 116.7 154 153.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.4 85.8 85.8 86.4 23.6 23.6 176.4 121 121.1 116.7 154 153.7 LOS by Move: E F F F C C F F F F F F HCM2k95thQ: 8 117 117 5 19 19 28 28 28 33 42 42 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-8 Loss Time (sec): 12 0 1 325 1 Critical V/C: 1.096 0 278*** 1 � Avg Crit Del (sec/veh): 97.6 � 0 114 0 Avg Delay (sec/veh): 87.8 2 476 LOS: F t Lanes: 2 0 2 1 0 Final Vol: 167 3529*** 371 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 166 2715 366 38 696 115 175 325 112 425 267 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 166 2715 366 38 696 115 175 325 112 425 267 56 Added Vol: 1 762 5 0 258 0 0 0 2 3 0 0 PasserByVol: 0 52 0 45 40 0 13 0 0 48 11 0 Initial Fut: 167 3529 371 83 994 115 188 325 114 476 278 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 167 3529 371 83 994 115 188 325 114 476 278 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 167 3529 371 83 994 115 188 325 114 476 278 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 167 3529 371 83 994 115 188 325 114 476 278 56 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.70 0.30 2.00 2.68 0.32 1.00 1.47 0.53 2.00 0.83 0.17 Final Sat.: 3150 5067 533 3150 5019 581 1750 2738 961 3150 1498 302 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.70 0.70 0.03 0.20 0.20 0.11 0.12 0.12 0.15 0.19 0.19 Crit Moves **** **** **** **** Green Time: 23.2 103 102.8 7.0 86.6 86.6 15.9 19.0 19.0 24.2 27.4 27.4 Volume/Cap: 0.38 1.12 1.12 0.62 0.38 0.38 1.12 1.03 1.03 1.03 1.12 1.12 Delay/Veh: 64.9 88.8 88.8 86.4 23.3 23.3 179.3 124 124.4 120.1 157 156.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.9 88.8 88.8 86.4 23.3 23.3 179.3 124 124.4 120.1 157 156.6 LOS by Move: E F F F C C F F F F F F HCM2k95thQ: 8 119 119 5 20 20 28 28 28 33 42 42 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 115 994 83*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 188*** 1 0 56 Loss Time (sec): 12 0 1 325 1 Critical V/C: 1.096 0 278*** 1 � Avg Crit Del (sec/veh): 97.6 � 0 114 0 Avg Delay (sec/veh): 87.8 2 476 LOS: F t Lanes: 2 0 2 1 0 Final Vol: 167 3529*** 371 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 166 2715 366 38 696 115 175 325 112 425 267 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 166 2715 366 38 696 115 175 325 112 425 267 56 Added Vol: 1 762 5 0 258 0 0 0 2 3 0 0 PasserByVol: 0 52 0 45 40 0 13 0 0 48 11 0 Initial Fut: 167 3529 371 83 994 115 188 325 114 476 278 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 167 3529 371 83 994 115 188 325 114 476 278 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 167 3529 371 83 994 115 188 325 114 476 278 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 167 3529 371 83 994 115 188 325 114 476 278 56 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.92 0.98 0.95 0.83 0.95 0.95 Lanes: 2.00 2.70 0.30 2.00 2.68 0.32 1.00 1.47 0.53 2.00 0.83 0.17 Final Sat.: 3150 5067 533 3150 5019 581 1750 2738 961 3150 1498 302 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.70 0.70 0.03 0.20 0.20 0.11 0.12 0.12 0.15 0.19 0.19 Crit Moves **** **** **** **** Green Time: 23.2 103 102.8 7.0 86.6 86.6 15.9 19.0 19.0 24.2 27.4 27.4 Volume/Cap: 0.38 1.12 1.12 0.62 0.38 0.38 1.12 1.03 1.03 1.03 1.12 1.12 Delay/Veh: 64.9 88.8 88.8 86.4 23.3 23.3 179.3 124 124.4 120.1 157 156.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.9 88.8 88.8 86.4 23.3 23.3 179.3 124 124.4 120.1 157 156.6 LOS by Move: E F F F C C F F F F F F HCM2k95thQ: 8 119 119 5 20 20 28 28 28 33 42 42 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-9 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 287 1063 203*** Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 332*** 2 1 240 Loss Time (sec): 12 0 0 576 2 Critical V/C: 1.085 2 801*** 1 Avg Crit Del (sec/veh): 96.8 0 177 0 Avg Delay (sec/veh): 80.1 2 228 LOS: F t Lanes: 2 0 2 1 0 Final Vol: 365 3354*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 363 2613 141 172 792 281 326 503 163 216 765 193 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 363 2613 141 172 792 281 326 503 163 216 765 193 Added Vol: 0 708 22 8 212 0 0 44 0 12 35 22 PasserByVol: 2 33 0 23 59 6 6 29 14 0 1 25 Initial Fut: 365 3354 163 203 1063 287 332 576 177 228 801 240 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 365 3354 163 203 1063 287 332 576 177 228 801 240 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 3354 163 203 1063 287 332 576 177 228 801 240 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 365 3354 163 203 1063 287 332 576 177 228 801 240 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.86 0.14 2.00 2.34 0.66 2.00 2.27 0.73 2.00 2.00 1.00 Final Sat.: 3150 5340 260 3150 4408 1190 3150 4282 1316 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.63 0.63 0.06 0.24 0.24 0.11 0.13 0.13 0.07 0.21 0.14 Crit Moves **** **** **** **** Green Time: 35.2 98.4 98.4 10.1 73.3 73.3 16.5 32.2 32.2 17.3 33.0 43.1 Volume/Cap: 0.56 1.09 1.09 1.09 0.56 0.56 1.09 0.71 0.71 0.71 1.09 0.54 Delay/Veh: 61.5 80.3 80.3 170.3 36.6 36.6 152.9 66.8 66.8 81.1 127 56.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.5 80.3 80.3 170.3 36.6 36.6 152.9 66.8 66.8 81.1 127 56.2 LOS by Move: E F F F D+ D+ F E E F F E+ HCM2k95thQ: 18 110 110 16 30 30 27 24 24 13 41 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-10 Loss Time (sec): 12 0 0 576 2 Critical V/C: 1.095 2 801*** 1 Avg Crit Del (sec/veh): 100.5 0 188 0 Avg Delay (sec/veh): 82.3 2 228 LOS: F t Lanes: 2 0 2 1 0 Final Vol: 367 3381*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 363 2613 141 172 792 281 326 503 163 216 765 193 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 363 2613 141 172 792 281 326 503 163 216 765 193 Added Vol: 2 735 22 20 243 0 0 44 11 12 35 33 PasserByVol: 2 33 0 23 59 6 6 29 14 0 1 25 Initial Fut: 367 3381 163 215 1094 287 332 576 188 228 801 251 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 367 3381 163 215 1094 287 332 576 188 228 801 251 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 3381 163 215 1094 287 332 576 188 228 801 251 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 367 3381 163 215 1094 287 332 576 188 228 801 251 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.86 0.14 2.00 2.35 0.65 2.00 2.23 0.77 2.00 2.00 1.00 Final Sat.: 3150 5342 258 3150 4435 1163 3150 4220 1377 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.63 0.63 0.07 0.25 0.25 0.11 0.14 0.14 0.07 0.21 0.14 Crit Moves **** **** **** **** Green Time: 34.9 98.3 98.3 10.6 74.0 74.0 16.4 32.1 32.1 17.0 32.7 43.3 Volume/Cap: 0.57 1.09 1.09 1.09 0.57 0.57 1.09 0.72 0.72 0.72 1.09 0.56 Delay/Veh: 61.9 84.1 84.1 171.5 36.3 36.3 156.2 67.3 67.3 82.2 131 56.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.9 84.1 84.1 171.5 36.3 36.3 156.2 67.3 67.3 82.2 131 56.7 LOS by Move: E F F F D+ D+ F E E F F E+ HCM2k95thQ: 18 112 112 17 30 30 27 24 24 13 41 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 287 1094 215*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 332*** 2 1 251 Loss Time (sec): 12 0 0 576 2 Critical V/C: 1.095 2 801*** 1 Avg Crit Del (sec/veh): 100.5 0 188 0 Avg Delay (sec/veh): 82.3 2 228 LOS: F t Lanes: 2 0 2 1 0 Final Vol: 367 3381*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 363 2613 141 172 792 281 326 503 163 216 765 193 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 363 2613 141 172 792 281 326 503 163 216 765 193 Added Vol: 2 735 22 20 243 0 0 44 11 12 35 33 PasserByVol: 2 33 0 23 59 6 6 29 14 0 1 25 Initial Fut: 367 3381 163 215 1094 287 332 576 188 228 801 251 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 367 3381 163 215 1094 287 332 576 188 228 801 251 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 3381 163 215 1094 287 332 576 188 228 801 251 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 367 3381 163 215 1094 287 332 576 188 228 801 251 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.98 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.86 0.14 2.00 2.35 0.65 2.00 2.23 0.77 2.00 2.00 1.00 Final Sat.: 3150 5342 258 3150 4435 1163 3150 4220 1377 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.63 0.63 0.07 0.25 0.25 0.11 0.14 0.14 0.07 0.21 0.14 Crit Moves **** **** **** **** Green Time: 34.9 98.3 98.3 10.6 74.0 74.0 16.4 32.1 32.1 17.0 32.7 43.3 Volume/Cap: 0.57 1.09 1.09 1.09 0.57 0.57 1.09 0.72 0.72 0.72 1.09 0.56 Delay/Veh: 61.9 84.1 84.1 171.5 36.3 36.3 156.2 67.3 67.3 82.2 131 56.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.9 84.1 84.1 171.5 36.3 36.3 156.2 67.3 67.3 82.2 131 56.7 LOS by Move: E F F F D+ D+ F E E F F E+ HCM2k95thQ: 18 112 112 17 30 30 27 24 24 13 41 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-11 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 14 1464 60*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 25 0 1 108 Loss Time (sec): 9 0 0 10 11 Critical V/C: 0.809 0 41*** 0 � Avg Crit Del (sec/veh): 11.8 � 1 49 0 Avg Delay (sec/veh): 13.3 0 47 LOS: B t Lanes: 1 0 2 1 0 Final Vol: 20 3800*** 25 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 20 3035 25 60 1167 14 25 10 49 47 41 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 3035 25 60 1167 14 25 10 49 47 41 108 Added Vol: 0 730 0 0 224 0 0 0 0 0 0 0 PasserByVol: 0 35 0 0 73 0 0 0 0 0 0 0 Initial Fut: 20 3800 25 60 1464 14 25 10 49 47 41 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 20 3800 25 60 1464 14 25 10 49 47 41 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 3800 25 60 1464 14 25 10 49 47 41 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 3800 25 60 1464 14 25 10 49 47 41 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.98 0.02 1.00 2.97 0.03 0.30 0.12 0.58 0.53 0.47 1.00 Final Sat.: 1750 5563 37 1750 5547 53 521 208 1021 961 839 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.68 0.68 0.03 0.26 0.26 0.05 0.05 0.05 0.05 0.05 0.06 Crit Moves: **** **** **** Green Time: 20.3 144 143.5 7.2 130 130.4 10.3 10.3 10.3 10.3 10.3 17.5 Volume/Cap: 0.10 0.81 0.81 0.81 0.34 0.34 0.79 0.79 0.79 0.81 0.81 0.60 Delay/Veh: 66.8 7.6 7.6 127.1 6.3 6.3 111.5 111 111.5 113.6 114 78.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.8 7.6 7.6 127.1 6.3 6.3 111.5 111 111.5 113.6 114 78.5 LOS by Move: E A A F A A F F F F F E- HCM2k95thQ: 2 52 52 7 15 15 12 12 12 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-12 Loss Time (sec): 9 0 0 10 11 Critical V/C: 0.815 0 41*** 0 � Avg Crit Del (sec/veh): 11.9 � 1 49 0 Avg Delay (sec/veh): 13.3 0 47 LOS: B t Lanes: 1 0 2 1 0 Final Vol: 20 3830*** 25 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 20 3035 25 60 1167 14 25 10 49 47 41 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 3035 25 60 1167 14 25 10 49 47 41 108 Added Vol: 0 760 0 0 265 0 0 0 0 0 0 0 PasserByVol: 0 35 0 0 73 0 0 0 0 0 0 0 Initial Fut: 20 3830 25 60 1505 14 25 10 49 47 41 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 20 3830 25 60 1505 14 25 10 49 47 41 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 3830 25 60 1505 14 25 10 49 47 41 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 3830 25 60 1505 14 25 10 49 47 41 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.98 0.02 1.00 2.97 0.03 0.30 0.12 0.58 0.53 0.47 1.00 Final Sat.: 1750 5564 36 1750 5548 52 521 208 1021 961 839 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.69 0.69 0.03 0.27 0.27 0.05 0.05 0.05 0.05 0.05 0.06 Crit Moves: **** **** **** Green Time: 19.9 144 143.6 7.2 131 130.9 10.2 10.2 10.2 10.2 10.2 17.4 Volume/Cap: 0.10 0.81 0.81 0.81 0.35 0.35 0.80 0.80 0.80 0.81 0.81 0.60 Delay/Veh: 67.3 7.7 7.7 128.8 6.2 6.2 112.7 113 112.7 115.0 115 78.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.3 7.7 7.7 128.8 6.2 6.2 112.7 113 112.7 115.0 115 78.8 LOS by Move: E A A F A A F F F F F E- HCM2k95thQ: 2 53 53 7 15 15 12 12 12 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 14 1505 60*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 25 0 1 108 Loss Time (sec): 9 0 0 10 11 Critical V/C: 0.815 0 41*** 0 � Avg Crit Del (sec/veh): 11.9 � 1 49 0 Avg Delay (sec/veh): 13.3 0 47 LOS: B t Lanes: 1 0 2 1 0 Final Vol: 20 3830*** 25 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 20 3035 25 60 1167 14 25 10 49 47 41 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 3035 25 60 1167 14 25 10 49 47 41 108 Added Vol: 0 760 0 0 265 0 0 0 0 0 0 0 PasserByVol: 0 35 0 0 73 0 0 0 0 0 0 0 Initial Fut: 20 3830 25 60 1505 14 25 10 49 47 41 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 20 3830 25 60 1505 14 25 10 49 47 41 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 3830 25 60 1505 14 25 10 49 47 41 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 3830 25 60 1505 14 25 10 49 47 41 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.98 0.02 1.00 2.97 0.03 0.30 0.12 0.58 0.53 0.47 1.00 Final Sat.: 1750 5564 36 1750 5548 52 521 208 1021 961 839 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.69 0.69 0.03 0.27 0.27 0.05 0.05 0.05 0.05 0.05 0.06 Crit Moves: **** **** **** Green Time: 19.9 144 143.6 7.2 131 130.9 10.2 10.2 10.2 10.2 10.2 17.4 Volume/Cap: 0.10 0.81 0.81 0.81 0.35 0.35 0.80 0.80 0.80 0.81 0.81 0.60 Delay/Veh: 67.3 7.7 7.7 128.8 6.2 6.2 112.7 113 112.7 115.0 115 78.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.3 7.7 7.7 128.8 6.2 6.2 112.7 113 112.7 115.0 115 78.8 LOS by Move: E A A F A A F F F F F E- HCM2k95thQ: 2 53 53 7 15 15 12 12 12 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-13 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 32 1474 42*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 100 0 1 219 Loss Time (sec): 9 1 0 40 0 Critical V/C: 0.832 0 126*** 0 Avg Crit Del (sec/veh): 20.8 1 107 1 Avg Delay (sec/veh): 23.2 0 99 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 103 3514*** 65 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 103 2748 65 42 1176 32 100 40 107 99 126 219 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 2748 65 42 1176 32 100 40 107 99 126 219 Added Vol: 0 730 0 0 224 0 0 0 0 0 0 0 PasserByVol: 0 36 0 0 74 0 0 0 0 0 0 0 Initial Fut: 103 3514 65 42 1474 32 100 40 107 99 126 219 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 3514 65 42 1474 32 100 40 107 99 126 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 3514 65 42 1474 32 100 40 107 99 126 219 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 3514 65 42 1474 32 100 40 107 99 126 219 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.94 0.06 1.00 2.93 0.07 0.71 0.29 1.00 0.44 0.56 1.00 Final Sat.: 1750 5498 102 1750 5481 119 1286 514 1750 792 1008 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.64 0.64 0.02 0.27 0.27 0.08 0.08 0.06 0.13 0.13 0.13 Crit Moves: **** **** **** Green Time: 24.4 129 128.8 7.0 111 111.4 25.2 25.2 49.6 25.2 25.2 32.2 Volume/Cap: 0.41 0.84 0.84 0.58 0.41 0.41 0.52 0.52 0.21 0.84 0.84 0.66 Delay/Veh: 67.4 15.5 15.5 91.7 13.9 13.9 68.8 68.8 45.6 91.5 91.5 68.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.4 15.5 15.5 91.7 13.9 13.9 68.8 68.8 45.6 91.5 91.5 68.7 LOS by Move: E B B F B B E E D F F E HCM2k95thQ: 9 62 62 5 22 22 14 14 9 25 25 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Page 2-14 Loss Time (sec): 9 1 0 40 0 Critical V/C: 0.838 0 126*** 0 � Avg Crit Del (sec/veh): 21.0 � 1 107 1 Avg Delay (sec/veh): 23.2 0 99 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 103 3544*** 65 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 103 2748 65 42 1176 32 100 40 107 99 126 219 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 2748 65 42 1176 32 100 40 107 99 126 219 Added Vol: 0 760 0 0 265 0 0 0 0 0 0 0 PasserByVol: 0 36 0 0 74 0 0 0 0 0 0 0 Initial Fut: 103 3544 65 42 1515 32 100 40 107 99 126 219 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 3544 65 42 1515 32 100 40 107 99 126 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 3544 65 42 1515 32 100 40 107 99 126 219 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 3544 65 42 1515 32 100 40 107 99 126 219 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.94 0.06 1.00 2.94 0.06 0.71 0.29 1.00 0.44 0.56 1.00 Final Sat.: 1750 5499 101 1750 5484 116 1286 514 1750 792 1008 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.64 0.64 0.02 0.28 0.28 0.08 0.08 0.06 0.13 0.13 0.13 Crit Moves: **** **** **** Green Time: 23.9 129 129.0 7.0 112 112.1 25.0 25.0 48.9 25.0 25.0 32.0 Volume/Cap: 0.42 0.85 0.85 0.58 0.42 0.42 0.53 0.53 0.21 0.85 0.85 0.66 Delay/Veh: 67.9 15.7 15.7 91.7 13.7 13.7 69.0 69.0 46.2 92.6 92.6 69.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.9 15.7 15.7 91.7 13.7 13.7 69.0 69.0 46.2 92.6 92.6 69.1 LOS by Move: E B B F B B E E D F F E HCM2k95thQ: 10 62 62 5 22 22 14 14 9 25 25 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 32 1515 42*** Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 170 100 0 1 219 Loss Time (sec): 9 1 0 40 0 Critical V/C: 0.838 0 126*** 0 � Avg Crit Del (sec/veh): 21.0 � 1 107 1 Avg Delay (sec/veh): 23.2 0 99 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 103 3544*** 65 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 103 2748 65 42 1176 32 100 40 107 99 126 219 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 2748 65 42 1176 32 100 40 107 99 126 219 Added Vol: 0 760 0 0 265 0 0 0 0 0 0 0 PasserByVol: 0 36 0 0 74 0 0 0 0 0 0 0 Initial Fut: 103 3544 65 42 1515 32 100 40 107 99 126 219 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 3544 65 42 1515 32 100 40 107 99 126 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 3544 65 42 1515 32 100 40 107 99 126 219 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 3544 65 42 1515 32 100 40 107 99 126 219 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.94 0.06 1.00 2.94 0.06 0.71 0.29 1.00 0.44 0.56 1.00 Final Sat.: 1750 5499 101 1750 5484 116 1286 514 1750 792 1008 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.64 0.64 0.02 0.28 0.28 0.08 0.08 0.06 0.13 0.13 0.13 Crit Moves: **** **** **** Green Time: 23.9 129 129.0 7.0 112 112.1 25.0 25.0 48.9 25.0 25.0 32.0 Volume/Cap: 0.42 0.85 0.85 0.58 0.42 0.42 0.53 0.53 0.21 0.85 0.85 0.66 Delay/Veh: 67.9 15.7 15.7 91.7 13.7 13.7 69.0 69.0 46.2 92.6 92.6 69.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.9 15.7 15.7 91.7 13.7 13.7 69.0 69.0 46.2 92.6 92.6 69.1 LOS by Move: E B B F B B E E D F F E HCM2k95thQ: 10 62 62 5 22 22 14 14 9 25 25 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-15 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #8: De Anza Boulevard / Homestead Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 115 1402 212*** Lanes: 1 0 3 0 2 Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Signal=Protect Rights=Include Lanes: Final Vol: 291 2 Cycle Time (sec): 140 0 376 0 Loss Time (sec): 12 1 396 2 Critical V/C: 0.981 1 664 0 Avg Crit Del (sec/veh): 50.8 0 365`"* 1 Avg Delay (sec/veh): 48.3 2 552*** LOS: D Lanes: 2 0 3 0 1 Final Vol: 392 2540*** 292 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 2 665 55 14 194 16 26 37 3 41 46 38 PasserByVol: 0 31 66 45 29 0 0 67 0 5 10 5 Initial Fut: 392 2540 292 212 1402 115 291 396 365 552 664 376 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 392 2540 292 212 1402 115 291 396 365 552 664 376 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 392 2540 292 212 1402 115 291 396 365 552 664 376 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 392 2540 292 212 1402 115 291 396 365 552 664 376 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.26 0.74 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2361 1337 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.45 0.17 0.07 0.25 0.07 0.09 0.10 0.21 0.18 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 24.6 63.6 63.6 9.6 48.6 48.6 13.5 29.8 29.8 25.0 41.2 41.2 Volume/Cap: 0.71 0.98 0.37 0.98 0.71 0.19 0.95 0.49 0.98 0.98 0.95 0.95 Delay/Veh: 50.8 30.2 11.4 117.4 26.7 20.8 102.3 48.9 96.2 90.2 65.9 65.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.8 30.2 11.4 117.4 26.7 20.8 102.3 48.9 96.2 90.2 65.9 65.9 LOS by Move: D C B+ F C C+ F D F F E E HCM2k95thQ: 19 63 9 13 26 5 17 12 34 29 41 41 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-16 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #8: De Anza Boulevard / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 115 1417 238*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 291 2 0 391 Loss Time (sec): 12 0 1 412 2 Critical V/C: 1.002 1 676 0 � Avg Crit Del (sec/veh): 57.2 � 0 380*** 1 Avg Delay (sec/veh): 52.3 2 552*** LOS: D- Lanes: 2 0 3 0 1 Final Vol: 405 2556*** 292 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 15 681 55 40 209 16 26 53 18 41 58 53 PasserByVol: 0 31 66 45 29 0 0 67 0 5 10 5 Initial Fut: 405 2556 292 238 1417 115 291 412 380 552 676 391 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 405 2556 292 238 1417 115 291 412 380 552 676 391 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 405 2556 292 238 1417 115 291 412 380 552 676 391 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 405 2556 292 238 1417 115 291 412 380 552 676 391 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.25 0.75 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2343 1355 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.45 0.17 0.08 0.25 0.07 0.09 0.11 0.22 0.18 0.29 0.29 Crit Moves: **** **** **** **** Green Time: 24.9 62.6 62.6 10.6 48.2 48.2 13.3 30.3 30.3 24.5 41.5 41.5 Volume/Cap: 0.72 1.00 0.37 1.00 0.72 0.19 0.97 0.50 1.00 1.00 0.97 0.97 Delay/Veh: 51.0 36.2 12.1 120.2 27.3 21.1 107.6 48.7 101.6 96.7 69.5 69.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.0 36.2 12.1 120.2 27.3 21.1 107.6 48.7 101.6 96.7 69.5 69.5 LOS by Move: D D+ B F C C+ F D F F E E HCM2k95thQ: 20 68 10 15 26 5 17 13 36 30 43 43 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-17 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 640*** 1766 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 849*** Loss Time (sec): 9 0 0 0 Critical V/C: 0.867 0 Avg Crit Del (sec/veh): 34.9 0 0 Avg Delay (sec/veh): 20.9 LOS: C+ t Lanes: 2 0 3 0 0 Final Vol: 436*** 2391 0 Signal=Protect/Ri ghts=l ncl ude 0 1! 0 0 1 610 Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 0 503 0 0 231 16 0 0 0 34 0 237 PasserByVol: 18 85 0 0 19 14 0 0 0 1 0 12 Initial Fut: 436 2391 0 0 1766 640 0 0 0 610 0 849 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 436 2391 0 0 1766 640 0 0 0 610 0 849 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 436 2391 0 0 1766 640 0 0 0 610 0 849 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 436 2391 0 0 1766 640 0 0 0 610 0 849 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.42 0.00 1.58 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2482 0 2768 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.42 0.00 0.00 0.23 0.37 0.00 0.00 0.00 0.25 0.00 0.31 Crit Moves: **** **** **** Green Time: 22.4 81.5 0.0 0.0 59.1 59.1 0.0 0.0 0.0 49.5 0.0 49.5 Volume/Cap: 0.87 0.72 0.00 0.00 0.55 0.87 0.00 0.00 0.00 0.69 0.00 0.87 Delay/Veh: 64.8 2.3 0.0 0.0 15.8 22.1 0.0 0.0 0.0 39.8 0.0 47.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.8 2.3 0.0 0.0 15.8 22.1 0.0 0.0 0.0 39.8 0.0 47.2 LOS by Move: E A A A B C+ A A A D A D HCM2k95thQ: 20 9 0 0 18 42 0 0 0 30 0 42 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-18 Loss Time (sec): 9 0 0 0 Critical V/C: 0.882 0 Avg Crit Del (sec/veh): 36.5 0 0 Avg Delay (sec/veh): 21.6 LOS: C+ t Lanes: 2 0 3 0 0 Final Vol: 479*** 2416 0 Signal=Protect/Ri ghts=l ncl ude 0 1! 0 0 1 610 Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 43 528 0 0 261 16 0 0 0 34 0 240 PasserByVol: 18 85 0 0 19 14 0 0 0 1 0 12 Initial Fut: 479 2416 0 0 1796 640 0 0 0 610 0 852 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 479 2416 0 0 1796 640 0 0 0 610 0 852 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 479 2416 0 0 1796 640 0 0 0 610 0 852 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 479 2416 0 0 1796 640 0 0 0 610 0 852 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.42 0.00 1.58 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2480 0 2770 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.42 0.00 0.00 0.24 0.37 0.00 0.00 0.00 0.25 0.00 0.31 Crit Moves: **** **** **** Green Time: 24.1 82.2 0.0 0.0 58.0 58.0 0.0 0.0 0.0 48.8 0.0 48.8 Volume/Cap: 0.88 0.72 0.00 0.00 0.57 0.88 0.00 0.00 0.00 0.71 0.00 0.88 Delay/Veh: 64.2 1.9 0.0 0.0 16.8 23.7 0.0 0.0 0.0 40.5 0.0 48.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.2 1.9 0.0 0.0 16.8 23.7 0.0 0.0 0.0 40.5 0.0 48.8 LOS by Move: E A A A B C A A A D A D HCM2k95thQ: 22 7 0 0 19 43 0 0 0 31 0 43 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 640*** 1796 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 852*** Loss Time (sec): 9 0 0 0 Critical V/C: 0.882 0 Avg Crit Del (sec/veh): 36.5 0 0 Avg Delay (sec/veh): 21.6 LOS: C+ t Lanes: 2 0 3 0 0 Final Vol: 479*** 2416 0 Signal=Protect/Ri ghts=l ncl ude 0 1! 0 0 1 610 Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 418 1803 0 0 1516 610 0 0 0 575 0 600 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 1803 0 0 1516 610 0 0 0 575 0 600 Added Vol: 43 528 0 0 261 16 0 0 0 34 0 240 PasserByVol: 18 85 0 0 19 14 0 0 0 1 0 12 Initial Fut: 479 2416 0 0 1796 640 0 0 0 610 0 852 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 479 2416 0 0 1796 640 0 0 0 610 0 852 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 479 2416 0 0 1796 640 0 0 0 610 0 852 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 479 2416 0 0 1796 640 0 0 0 610 0 852 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 1.42 0.00 1.58 Final Sat.: 3150 5700 0 0 7600 1750 0 0 0 2480 0 2770 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.42 0.00 0.00 0.24 0.37 0.00 0.00 0.00 0.25 0.00 0.31 Crit Moves: **** **** **** Green Time: 24.1 82.2 0.0 0.0 58.0 58.0 0.0 0.0 0.0 48.8 0.0 48.8 Volume/Cap: 0.88 0.72 0.00 0.00 0.57 0.88 0.00 0.00 0.00 0.71 0.00 0.88 Delay/Veh: 64.2 1.9 0.0 0.0 16.8 23.7 0.0 0.0 0.0 40.5 0.0 48.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.2 1.9 0.0 0.0 16.8 23.7 0.0 0.0 0.0 40.5 0.0 48.8 LOS by Move: E A A A B C A A A D A D HCM2k95thQ: 22 7 0 0 19 43 0 0 0 31 0 43 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-19 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 1680 690 - Lanes: 0 0 3 0 4 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 727 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.822 0 0 0 � Avg Crit Del (sec/veh): 41.8 � 0 800`"` 1 Avg Delay (sec/veh): 27.7 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 2085 434`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 485 21 84 180 0 18 0 0 0 0 0 PasserByVol: 0 29 6 12 8 0 73 0 18 0 0 0 Initial Fut: 0 2085 434 690 1680 0 727 0 800 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2085 434 690 1680 0 727 0 800 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2085 434 690 1680 0 727 0 800 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2085 434 690 1680 0 727 0 800 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.48 0.00 1.52 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2583 0 2667 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.25 0.22 0.29 0.00 0.28 0.00 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 40.7 40.7 36.0 76.7 0.0 49.3 0.0 49.3 0.0 0.0 0.0 Volume/Cap: 0.00 0.73 0.82 0.82 0.52 0.00 0.77 0.00 0.82 0.00 0.00 0.00 Delay/Veh: 0.0 31.0 41.1 41.8 2.3 0.0 39.8 0.0 42.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.0 41.1 41.8 2.3 0.0 39.8 0.0 42.0 0.0 0.0 0.0 LOS by Move: A C D D A A D A D A A A HCM2k95thQ: 0 24 30 27 6 0 35 0 38 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-20 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.840 0 0 0 � Avg Crit Del (sec/veh): 42.7 � 0 853`"` 1 Avg Delay (sec/veh): 28.7 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 2154 434`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 554 21 86 209 0 18 0 53 0 0 0 PasserByVol: 0 29 6 12 8 0 73 0 18 0 0 0 Initial Fut: 0 2154 434 692 1709 0 727 0 853 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2154 434 692 1709 0 727 0 853 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2154 434 692 1709 0 727 0 853 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2154 434 692 1709 0 727 0 853 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.46 0.00 1.54 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2555 0 2695 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.25 0.22 0.30 0.00 0.28 0.00 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 39.8 39.8 35.3 75.1 0.0 50.9 0.0 50.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.77 0.84 0.84 0.54 0.00 0.76 0.00 0.84 0.00 0.00 0.00 Delay/Veh: 0.0 32.6 43.9 43.8 3.3 0.0 38.3 0.0 41.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.6 43.9 43.8 3.3 0.0 38.3 0.0 41.9 0.0 0.0 0.0 LOS by Move: A C- D D A A D+ A D A A A HCM2k95thQ: 0 26 31 28 8 0 35 0 41 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 1709 692 - Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 727 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.840 0 0 0 � Avg Crit Del (sec/veh): 42.7 � 0 853`"` 1 Avg Delay (sec/veh): 28.7 0 0 LOS: C Lanes: 0 0 5 0 1 Final Vol: 0 2154 434`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1571 407 594 1492 0 636 0 782 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1571 407 594 1492 0 636 0 782 0 0 0 Added Vol: 0 554 21 86 209 0 18 0 53 0 0 0 PasserByVol: 0 29 6 12 8 0 73 0 18 0 0 0 Initial Fut: 0 2154 434 692 1709 0 727 0 853 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2154 434 692 1709 0 727 0 853 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2154 434 692 1709 0 727 0 853 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2154 434 692 1709 0 727 0 853 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.46 0.00 1.54 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2555 0 2695 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.25 0.22 0.30 0.00 0.28 0.00 0.32 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 39.8 39.8 35.3 75.1 0.0 50.9 0.0 50.9 0.0 0.0 0.0 Volume/Cap: 0.00 0.77 0.84 0.84 0.54 0.00 0.76 0.00 0.84 0.00 0.00 0.00 Delay/Veh: 0.0 32.6 43.9 43.8 3.3 0.0 38.3 0.0 41.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.6 43.9 43.8 3.3 0.0 38.3 0.0 41.9 0.0 0.0 0.0 LOS by Move: A C- D D A A D+ A D A A A HCM2k95thQ: 0 26 31 28 8 0 35 0 41 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-21 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 288 605 344*** Lanes: 0 1 3 0 2 Final Vol: Lanes: Signal=Protect Rights=Include Vol Cnt Date: n/a Signal=Protect Rights=Include Lanes: Final Vol: 288*** 2 Cycle Time (sec): 140 1 392 0 Loss Time (sec): 12 0 541 2 Critical V/C: 0.884 2 953*** 0 � Avg Crit Del (sec/veh): 43.4 � 0 167 1 Avg Delay (sec/veh): 42.1 2 241 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 624 2036*** 282 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 578 1664 193 304 527 200 213 373 131 225 697 298 Added Vol: 46 361 14 18 74 88 75 91 36 4 156 70 PasserByVol: 0 11 75 22 4 0 0 77 0 12 100 24 Initial Fut: 624 2036 282 344 605 288 288 541 167 241 953 392 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 624 2036 282 344 605 288 288 541 167 241 953 392 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 624 2036 282 344 605 288 288 541 167 241 953 392 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 624 2036 282 344 605 288 288 541 167 241 953 392 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.36 0.16 0.11 0.11 0.16 0.09 0.14 0.10 0.08 0.25 0.22 Crit Moves **** **** **** **** Green Time: 40.3 56.5 56.5 17.3 33.5 33.5 14.5 35.2 35.2 18.9 39.7 39.7 Volume/Cap: 0.69 0.88 0.40 0.88 0.44 0.69 0.88 0.57 0.38 0.57 0.88 0.79 Delay/Veh: 34.5 25.7 16.6 75.4 36.0 39.9 85.6 46.5 43.9 58.5 56.9 54.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 34.5 25.7 16.6 75.4 36.0 39.9 85.6 46.5 43.9 58.5 56.9 54.6 LOS by Move: C- C B E- D+ D F D D E+ E+ D- HCM2k95thQ: 22 39 ll 18 12 20 15 17 11 11 34 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-22 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 288 605 425*** Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 288*** 2 1 460 Loss Time (sec): 12 0 0 682 2 Critical V/C: 0.941 2 1053*** 0 � Avg Crit Del (sec/veh): 52.2 � 0 167 1 Avg Delay (sec/veh): 48.1 2 303 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 624 2036*** 465 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 578 1664 193 304 527 200 213 373 131 225 697 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 578 1664 193 304 527 200 213 373 131 225 697 298 Added Vol: 46 361 197 99 74 88 75 232 36 66 256 138 PasserByVol: 0 11 75 22 4 0 0 77 0 12 100 24 Initial Fut: 624 2036 465 425 605 288 288 682 167 303 1053 460 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 624 2036 465 425 605 288 288 682 167 303 1053 460 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 624 2036 465 425 605 288 288 682 167 303 1053 460 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 624 2036 465 425 605 288 288 682 167 303 1053 460 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.36 0.27 0.13 0.11 0.16 0.09 0.18 0.10 0.10 0.28 0.26 Crit Moves **** **** **** **** Green Time: 40.0 53.1 53.1 20.1 33.2 33.2 13.6 35.7 35.7 19.1 41.2 41.2 Volume/Cap: 0.69 0.94 0.70 0.94 0.45 0.69 0.94 0.70 0.37 0.70 0.94 0.89 Delay/Veh: 35.0 33.9 25.1 80.8 36.3 40.3 98.9 49.7 43.5 63.0 63.2 65.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.0 33.9 25.1 80.8 36.3 40.3 98.9 49.7 43.5 63.0 63.2 65.0 LOS by Move: D+ C- C F D+ D F D D E E E HCM2k95thQ: 22 44 24 23 12 21 15 22 11 14 40 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-23 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 636 73- 0 1 3 0 1 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: Signal=Split Final Vol: Lanes: Rights=Include 177 1 36.3 1 D+ 57 0 0 0 210*** 1 97 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 636 73- 0 1 3 0 1 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.798 Avg Crit Del (sec/veh): 32.6 Avg Delay (sec/veh): 36.3 LOS: D+ t 1 0 2 1 0 345 2506*** 97 Signal=Protect/Ri ghts=l ncl ude Signal=Split Rights=Include Lanes: Final Vol: 0 100*** 1 0 85 0 2 45 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 422 0 0 115 0 0 0 0 0 0 0 PasserByVol: 0 75 0 0 15 1 7 0 0 0 0 4 Initial Fut: 345 2506 97 73 636 59 177 57 210 45 85 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2506 97 73 636 59 177 57 210 45 85 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2506 97 73 636 59 177 57 210 45 85 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2506 97 73 636 59 177 57 210 45 85 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.93 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.88 0.12 1.00 3.65 0.35 1.52 0.48 1.00 2.00 0.46 0.54 Final Sat.: 1750 5391 209 1750 6862 637 2685 865 1750 3150 827 973 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.46 0.46 0.04 0.09 0.09 0.07 0.07 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 60.5 81.6 81.6 7.3 28.4 28.4 21.1 21.1 21.1 18.0 18.0 18.0 Volume/Cap: 0.46 0.80 0.80 0.80 0.46 0.46 0.44 0.44 0.80 0.11 0.80 0.80 Delay/Veh: 28.6 24.2 24.2 102.9 49.2 49.2 54.7 54.7 73.0 54.0 76.6 76.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.6 24.2 24.2 102.9 49.2 49.2 54.7 54.7 73.0 54.0 76.6 76.6 LOS by Move: C C C F D D D- D- E D- E- E- HCM2k95thQ: 19 45 45 7 12 12 10 10 21 2 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-24 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 697 73- 0 1 3 0 1 4 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): Signal=Split Final Vol: Lanes: Rights=Include 177 1 33.3 1 57 0 0 210*** 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 697 73- 0 1 3 0 1 4 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.833 Avg Crit Del (sec/veh): 33.3 Avg Delay (sec/veh): 36.7 LOS: D+ t 1 0 2 1 0 345 2688*** 97 Signal=Protect/Ri ghts=l ncl ude Signal=Split Rights=Include Lanes: Final Vol: 0 100*** 1 0 85 0 2 45 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 604 0 0 176 0 0 0 0 0 0 0 PasserByVol: 0 75 0 0 15 1 7 0 0 0 0 4 Initial Fut: 345 2688 97 73 697 59 177 57 210 45 85 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2688 97 73 697 59 177 57 210 45 85 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2688 97 73 697 59 177 57 210 45 85 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2688 97 73 697 59 177 57 210 45 85 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.93 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.89 0.11 1.00 3.67 0.33 1.52 0.48 1.00 2.00 0.46 0.54 Final Sat.: 1750 5405 195 1750 6914 585 2685 865 1750 3150 827 973 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.50 0.50 0.04 0.10 0.10 0.07 0.07 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 59.9 83.6 83.6 7.0 30.6 30.6 20.2 20.2 20.2 17.3 17.3 17.3 Volume/Cap: 0.46 0.83 0.83 0.83 0.46 0.46 0.46 0.46 0.83 0.12 0.83 0.83 Delay/Veh: 29.0 24.6 24.6 112.4 47.7 47.7 55.6 55.6 78.8 54.7 82.7 82.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 29.0 24.6 24.6 112.4 47.7 47.7 55.6 55.6 78.8 54.7 82.7 82.7 LOS by Move: C C C F D D E+ E+ E- D- F F HCM2k95thQ: 19 48 48 7 13 13 10 10 21 2 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-25 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 66 608 219*** Lanes: 0 1 3 0 4 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 145 100*** 2 1 566*** Loss Time (sec): 12 0 0 42 0 Critical V/C: 0.948 1 125 1 � Avg Crit Del (sec/veh): 42.1 � 0 11 0 Avg Delay (sec/veh): 39.2 1 158 LOS: D Lanes: 1 0 2 1 0 Final Vol: 36 2389*** 101 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 36 1928 99 213 484 66 100 42 11 157 125 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1928 99 213 484 66 100 42 11 157 125 529 Added Vol: 0 390 0 5 110 0 0 0 0 0 0 32 PasserByVol: 0 71 2 1 14 0 0 0 0 1 0 5 Initial Fut: 36 2389 101 219 608 66 100 42 11 158 125 566 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 2389 101 219 608 66 100 42 11 158 125 566 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 2389 101 219 608 66 100 42 11 158 125 566 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 2389 101 219 608 66 100 42 11 158 125 566 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.87 0.13 2.00 3.59 0.41 2.00 0.79 0.21 1.00 1.00 1.00 Final Sat.: 1750 5373 227 3150 6764 734 3150 1426 374 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.44 0.44 0.07 0.09 0.09 0.03 0.03 0.03 0.09 0.07 0.32 Crit Moves **** **** **** **** Green Time: 27.0 66.9 66.9 10.5 50.3 50.3 7.0 24.1 24.1 31.6 48.7 48.7 Volume/Cap: 0.11 0.96 0.96 0.96 0.26 0.26 0.66 0.18 0.18 0.41 0.20 0.96 Delay/Veh: 41.7 26.9 26.9 113.0 22.0 22.0 77.9 52.2 52.2 49.5 34.4 75.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 41.7 26.9 26.9 113.0 22.0 22.0 77.9 52.2 52.2 49.5 34.4 75.5 LOS by Move: D C C F C+ C+ E- D- D- D C- E- HCM2k95thQ: 2 58 58 13 7 7 8 4 4 12 7 49 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-26 Loss Time (sec): 12 0 0 46 0 Critical V/C: 0.985 1 126 1 Avg Crit Del (sec/veh): 48.5 0 11 0 Avg Delay (sec/veh): 43.7 1 158 LOS: D Lanes: 1 0 2 1 0 Final Vol: 36 2566*** 103 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 36 1928 99 213 484 66 100 42 11 157 125 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1928 99 213 484 66 100 42 11 157 125 529 Added Vol: 0 567 2 5 169 1 4 4 0 0 1 33 PasserByVol: 0 71 2 1 14 0 0 0 0 1 0 5 Initial Fut: 36 2566 103 219 667 67 104 46 11 158 126 567 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 2566 103 219 667 67 104 46 11 158 126 567 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 2566 103 219 667 67 104 46 11 158 126 567 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 2566 103 219 667 67 104 46 11 158 126 567 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.88 0.12 2.00 3.62 0.38 2.00 0.81 0.19 1.00 1.00 1.00 Final Sat.: 1750 5384 216 3150 6814 684 3150 1453 347 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.48 0.48 0.07 0.10 0.10 0.03 0.03 0.03 0.09 0.07 0.32 Crit Moves **** **** **** **** Green Time: 26.1 69.0 69.0 10.1 53.0 53.0 7.0 23.3 23.3 30.6 46.9 46.9 Volume/Cap: 0.11 1.00 1.00 1.00 0.27 0.27 0.68 0.20 0.20 0.43 0.20 1.00 Delay/Veh: 42.6 32.7 32.7 125.3 20.0 20.0 80.0 53.0 53.0 50.4 35.7 87.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.6 32.7 32.7 125.3 20.0 20.0 80.0 53.0 53.0 50.4 35.7 87.2 LOS by Move: D C- C- F C+ C+ F D- D- D D+ F HCM2k95thQ: 2 70 70 14 7 7 8 5 5 12 8 51 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 67 667 219*** Lanes: 0 1 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 145 104*** 2 1 567*** Loss Time (sec): 12 0 0 46 0 Critical V/C: 0.985 1 126 1 Avg Crit Del (sec/veh): 48.5 0 11 0 Avg Delay (sec/veh): 43.7 1 158 LOS: D Lanes: 1 0 2 1 0 Final Vol: 36 2566*** 103 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 36 1928 99 213 484 66 100 42 11 157 125 529 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1928 99 213 484 66 100 42 11 157 125 529 Added Vol: 0 567 2 5 169 1 4 4 0 0 1 33 PasserByVol: 0 71 2 1 14 0 0 0 0 1 0 5 Initial Fut: 36 2566 103 219 667 67 104 46 11 158 126 567 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 2566 103 219 667 67 104 46 11 158 126 567 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 2566 103 219 667 67 104 46 11 158 126 567 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 2566 103 219 667 67 104 46 11 158 126 567 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.88 0.12 2.00 3.62 0.38 2.00 0.81 0.19 1.00 1.00 1.00 Final Sat.: 1750 5384 216 3150 6814 684 3150 1453 347 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.48 0.48 0.07 0.10 0.10 0.03 0.03 0.03 0.09 0.07 0.32 Crit Moves **** **** **** **** Green Time: 26.1 69.0 69.0 10.1 53.0 53.0 7.0 23.3 23.3 30.6 46.9 46.9 Volume/Cap: 0.11 1.00 1.00 1.00 0.27 0.27 0.68 0.20 0.20 0.43 0.20 1.00 Delay/Veh: 42.6 32.7 32.7 125.3 20.0 20.0 80.0 53.0 53.0 50.4 35.7 87.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.6 32.7 32.7 125.3 20.0 20.0 80.0 53.0 53.0 50.4 35.7 87.2 LOS by Move: D C- C- F C+ C+ F D- D- D D+ F HCM2k95thQ: 2 70 70 14 7 7 8 5 5 12 8 51 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-27 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 316 810*** 0 Lanes: 0 1 2 0 0 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 980*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.694 1! 0 0 Avg Crit Del (sec/veh): 35.6 0 0 0 Avg Delay (sec/veh): 24.4 1 150 LOS: C Lanes: 2 0 3 0 0 Final Vol: 492*** 1700 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 231 0 0 87 22 0 0 0 0 0 159 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 45 Initial Fut: 492 1700 0 0 810 316 0 0 0 150 0 980 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1700 0 0 810 316 0 0 0 150 0 980 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1700 0 0 810 316 0 0 0 150 0 980 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1700 0 0 810 316 0 0 0 150 0 980 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.13 0.87 0.00 0.00 0.00 1.14 0.00 1.86 Final Sat.: 3150 5700 0 0 4026 1571 0 0 0 1988 0 3355 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.30 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.08 0.00 0.29 Crit Moves: **** **** **** Green Time: 31.5 72.1 0.0 0.0 40.6 40.6 0.0 0.0 0.0 58.9 0.0 58.9 Volume/Cap: 0.69 0.58 0.00 0.00 0.69 0.69 0.00 0.00 0.00 0.18 0.00 0.69 Delay/Veh: 43.2 7.2 0.0 0.0 33.5 33.5 0.0 0.0 0.0 25.4 0.0 34.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 43.2 7.2 0.0 0.0 33.5 33.5 0.0 0.0 0.0 25.4 0.0 34.5 LOS by Move: D A A A C- C- A A A C A C- HCM2k95thQ: 19 13 0 0 23 23 0 0 0 7 0 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-28 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.746 1! 0 0 Avg Crit Del (sec/veh): 37.0 0 0 0 Avg Delay (sec/veh): 26.4 1 150 LOS: C t Lanes: 2 0 3 0 0 Final Vol: 492*** 1742 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 273 0 0 147 22 0 0 0 0 0 296 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 45 Initial Fut: 492 1742 0 0 870 316 0 0 0 150 0 1117 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1742 0 0 870 316 0 0 0 150 0 1117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1742 0 0 870 316 0 0 0 150 0 1117 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1742 0 0 870 316 0 0 0 150 0 1117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.17 0.83 0.00 0.00 0.00 1.12 0.00 1.88 Final Sat.: 3150 5700 0 0 4106 1491 0 0 0 1962 0 3382 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.31 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.08 0.00 0.33 Crit Moves: **** **** **** Green Time: 29.3 69.0 0.0 0.0 39.7 39.7 0.0 0.0 0.0 62.0 0.0 62.0 Volume/Cap: 0.75 0.62 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.17 0.00 0.75 Delay/Veh: 47.4 9.5 0.0 0.0 35.5 35.5 0.0 0.0 0.0 23.6 0.0 34.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.4 9.5 0.0 0.0 35.5 35.5 0.0 0.0 0.0 23.6 0.0 34.3 LOS by Move: D A A A D+ D+ A A A C A C- HCM2k95thQ: 20 17 0 0 25 25 0 0 0 7 0 38 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 316 870*** 0 Lanes: 0 1 2 0 0 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 1117*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.746 1! 0 0 Avg Crit Del (sec/veh): 37.0 0 0 0 Avg Delay (sec/veh): 26.4 1 150 LOS: C t Lanes: 2 0 3 0 0 Final Vol: 492*** 1742 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 492 1444 0 0 712 294 0 0 0 150 0 776 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 492 1444 0 0 712 294 0 0 0 150 0 776 Added Vol: 0 273 0 0 147 22 0 0 0 0 0 296 PasserByVol: 0 25 0 0 11 0 0 0 0 0 0 45 Initial Fut: 492 1742 0 0 870 316 0 0 0 150 0 1117 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 492 1742 0 0 870 316 0 0 0 150 0 1117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 492 1742 0 0 870 316 0 0 0 150 0 1117 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 492 1742 0 0 870 316 0 0 0 150 0 1117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.17 0.83 0.00 0.00 0.00 1.12 0.00 1.88 Final Sat.: 3150 5700 0 0 4106 1491 0 0 0 1962 0 3382 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.31 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.08 0.00 0.33 Crit Moves: **** **** **** Green Time: 29.3 69.0 0.0 0.0 39.7 39.7 0.0 0.0 0.0 62.0 0.0 62.0 Volume/Cap: 0.75 0.62 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.17 0.00 0.75 Delay/Veh: 47.4 9.5 0.0 0.0 35.5 35.5 0.0 0.0 0.0 23.6 0.0 34.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.4 9.5 0.0 0.0 35.5 35.5 0.0 0.0 0.0 23.6 0.0 34.3 LOS by Move: D A A A D+ D+ A A A C A C- HCM2k95thQ: 20 17 0 0 25 25 0 0 0 7 0 38 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-29 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 517 262*** Lanes: 0 0 3 0 4 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 249 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.670 0 0 0 � Avg Crit Del (sec/veh): 14.7 � 0 301- 1 Avg Delay (sec/veh): 12.6 0 0 LOS: B t Lanes: 0 0 2 1 0 Final Vol: 0 2159*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 231 0 16 71 0 0 0 0 0 0 0 PasserByVol: 0 25 0 5 5 0 0 0 0 0 0 0 Initial Fut: 0 2159 261 262 517 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2159 261 262 517 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2159 261 262 517 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2159 261 262 517 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.66 0.34 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 4995 604 3150 5700 0 2542 0 2708 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.43 0.08 0.09 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 90.4 90.4 17.4 108 0.0 23.2 0.0 23.2 0.0 0.0 0.0 Volume/Cap: 0.00 0.67 0.67 0.67 0.12 0.00 0.59 0.00 0.67 0.00 0.00 0.00 Delay/Veh: 0.0 0.5 0.5 57.5 0.0 0.0 55.0 0.0 56.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.5 0.5 57.5 0.0 0.0 55.0 0.0 56.9 0.0 0.0 0.0 LOS by Move: A A A E+ A A D- A E+ A A A HCM2k95thQ: 0 2 2 12 0 0 15 0 18 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-30 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.694 0 0 0 Avg Crit Del (sec/veh): 15.3 0 301- 1 Avg Delay (sec/veh): 13.0 0 0 LOS: B t Lanes: 0 0 2 1 0 Final Vol: 0 2201*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 273 0 64 83 0 0 0 0 0 0 0 PasserByVol: 0 25 0 5 5 0 0 0 0 0 0 0 Initial Fut: 0 2201 261 310 529 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2201 261 310 529 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2201 261 310 529 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2201 261 310 529 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.67 0.33 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 5006 594 3150 5700 0 2542 0 2708 0 0 0 ------------ I --------------- II ---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.44 0.10 0.09 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 88.7 88.7 19.9 109 0.0 22.4 0.0 22.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.69 0.69 0.69 0.12 0.00 0.61 0.00 0.69 0.00 0.00 0.00 Delay/Veh: 0.0 0.6 0.6 55.6 0.0 0.0 56.0 0.0 58.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.6 0.6 55.6 0.0 0.0 56.0 0.0 58.2 0.0 0.0 0.0 LOS by Move: A A A E+ A A E+ A E+ A A A HCM2k95thQ: 0 3 3 14 0 0 15 0 18 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 529 310*** Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 249 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.694 0 0 0 Avg Crit Del (sec/veh): 15.3 0 301- 1 Avg Delay (sec/veh): 13.0 0 0 LOS: B t Lanes: 0 0 2 1 0 Final Vol: 0 2201*** 261 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1903 261 241 441 0 249 0 301 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1903 261 241 441 0 249 0 301 0 0 0 Added Vol: 0 273 0 64 83 0 0 0 0 0 0 0 PasserByVol: 0 25 0 5 5 0 0 0 0 0 0 0 Initial Fut: 0 2201 261 310 529 0 249 0 301 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2201 261 310 529 0 249 0 301 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2201 261 310 529 0 249 0 301 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2201 261 310 529 0 249 0 301 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 2.67 0.33 2.00 3.00 0.00 1.45 0.00 1.55 0.00 0.00 0.00 Final Sat.: 0 5006 594 3150 5700 0 2542 0 2708 0 0 0 ------------ I --------------- II ---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.44 0.10 0.09 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 88.7 88.7 19.9 109 0.0 22.4 0.0 22.4 0.0 0.0 0.0 Volume/Cap: 0.00 0.69 0.69 0.69 0.12 0.00 0.61 0.00 0.69 0.00 0.00 0.00 Delay/Veh: 0.0 0.6 0.6 55.6 0.0 0.0 56.0 0.0 58.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.6 0.6 55.6 0.0 0.0 56.0 0.0 58.2 0.0 0.0 0.0 LOS by Move: A A A E+ A A E+ A E+ A A A HCM2k95thQ: 0 3 3 14 0 0 15 0 18 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-31 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 62 342 211 - Lanes: 1 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 95 104 1 1 0 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.708 1 233*** 0 Avg Crit Del (sec/veh): 19.5 0 0 1 Avg Delay (sec/veh): 19.1 2 124 LOS: 13- t* -t Lanes: 1 0 2 0 1 Final Vol: 208 1450*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 231 0 0 71 0 0 0 0 0 0 0 PasserByVol: 0 25 0 0 5 0 0 0 0 0 0 0 Initial Fut: 208 1450 191 211 342 62 104 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1450 191 211 342 62 104 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1450 191 211 342 62 104 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1450 191 211 342 62 104 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.24 1.76 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2178 3268 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.38 0.11 0.07 0.09 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 30.4 48.8 48.8 8.6 26.9 26.9 10.0 10.0 0.0 15.7 15.7 0.0 Volume/Cap: 0.37 0.74 0.21 0.74 0.32 0.13 0.45 0.45 0.00 0.24 0.74 0.00 Delay/Veh: 17.5 7.0 3.9 49.5 19.9 18.7 40.5 40.5 0.0 34.7 47.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 17.5 7.0 3.9 49.5 19.9 18.7 40.5 40.5 0.0 34.7 47.0 0.0 LOS by Move: B A A D B- B- D D A C- D A HCM2k95thQ: 8 19 3 8 6 2 6 6 0 4 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-32 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.720 1 233*** 0 Avg Crit Del (sec/veh): 19.6 0 0 1 Avg Delay (sec/veh): 19.1 2 124 LOS: 13- t* -t Lanes: 1 0 2 0 1 Final Vol: 208 1479*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 260 0 0 80 3 13 0 0 0 0 0 PasserByVol: 0 25 0 0 5 0 0 0 0 0 0 0 Initial Fut: 208 1479 191 211 351 65 117 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1479 191 211 351 65 117 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1479 191 211 351 65 117 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1479 191 211 351 65 117 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.33 1.67 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2334 3112 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.39 0.11 0.07 0.09 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 30.5 49.1 49.1 8.4 27.0 27.0 10.0 10.0 0.0 15.5 15.5 0.0 Volume/Cap: 0.37 0.75 0.21 0.75 0.32 0.13 0.48 0.48 0.00 0.24 0.75 0.00 Delay/Veh: 17.4 6.9 3.7 50.5 19.9 18.7 40.7 40.7 0.0 34.9 48.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 17.4 6.9 3.7 50.5 19.9 18.7 40.7 40.7 0.0 34.9 48.0 0.0 LOS by Move: B A A D B- B- D D A C- D A HCM2k95thQ: 8 19 2 8 6 2 6 6 0 4 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 65 351 211 - Lanes: 1 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 95 117 1 1 0 Loss Time (sec): 12 1 0 156*** 1 Critical V/C: 0.720 1 233*** 0 Avg Crit Del (sec/veh): 19.6 0 0 1 Avg Delay (sec/veh): 19.1 2 124 LOS: 13- t* -t Lanes: 1 0 2 0 1 Final Vol: 208 1479*** 191 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 208 1194 191 211 266 62 104 156 88 124 233 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 208 1194 191 211 266 62 104 156 88 124 233 541 Added Vol: 0 260 0 0 80 3 13 0 0 0 0 0 PasserByVol: 0 25 0 0 5 0 0 0 0 0 0 0 Initial Fut: 208 1479 191 211 351 65 117 156 88 124 233 541 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 208 1479 191 211 351 65 117 156 0 124 233 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 208 1479 191 211 351 65 117 156 0 124 233 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 208 1479 191 211 351 65 117 156 0 124 233 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.93 0.98 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.33 1.67 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 2334 3112 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.39 0.11 0.07 0.09 0.04 0.05 0.05 0.00 0.04 0.12 0.00 Crit Moves **** **** **** **** Green Time: 30.5 49.1 49.1 8.4 27.0 27.0 10.0 10.0 0.0 15.5 15.5 0.0 Volume/Cap: 0.37 0.75 0.21 0.75 0.32 0.13 0.48 0.48 0.00 0.24 0.75 0.00 Delay/Veh: 17.4 6.9 3.7 50.5 19.9 18.7 40.7 40.7 0.0 34.9 48.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 17.4 6.9 3.7 50.5 19.9 18.7 40.7 40.7 0.0 34.9 48.0 0.0 LOS by Move: B A A D B- B- D D A C- D A HCM2k95thQ: 8 19 2 8 6 2 6 6 0 4 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-33 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 83*** 0 0 Lanes: 1 0 0 0 4 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: 54*** 1 Cycle Time (sec): 120 0 112 0 Loss Time (sec): 12 1 993 2 Critical V/C: 0.500 2 1732*** 1 7;11 Avg Crit Del (sec/veh): 14.9 0 85 0 Avg Delay (sec/veh): 19.8 1 204 LOS: B- .,*trs*n Lanes: 1 0 0 0 1 Final Vol: 74*** 0 104 Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 74 0 104 0 0 83 54 655 85 204 1326 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 0 104 0 0 83 54 655 85 204 1326 112 Added Vol: 0 0 0 0 0 0 0 123 0 0 231 0 PasserByVol: 0 0 0 0 0 0 0 215 0 0 175 0 Initial Fut: 74 0 104 0 0 83 54 993 85 204 1732 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 0 104 0 0 83 54 993 85 204 1732 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 0 104 0 0 83 54 993 85 204 1732 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 0 104 0 0 83 54 993 85 204 1732 112 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.75 0.25 1.00 2.81 0.19 Final Sat.: 1750 0 1750 0 0 1750 1750 5158 442 1750 5259 340 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.05 0.03 0.19 0.19 0.12 0.33 0.33 Crit Moves: **** **** **** **** Green Time: 14.3 0.0 14.3 0.0 0.0 11.4 7.4 53.9 53.9 32.6 79.1 79.1 Volume/Cap: 0.36 0.00 0.50 0.00 0.00 0.50 0.50 0.43 0.43 0.43 0.50 0.50 Delay/Veh: 49.7 0.0 51.4 0.0 0.0 54.0 58.1 22.7 22.7 36.6 10.5 10.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 49.7 0.0 51.4 0.0 0.0 54.0 58.1 22.7 22.7 36.6 10.5 10.5 LOS by Move: D A D- A A D- E+ C+ C+ D+ B+ B+ HCM2k95thQ: 6 0 9 0 0 8 4 16 16 12 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-34 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 83*** 0 0 Lanes: 1 0 4 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 54*** 1 0 112 Loss Time (sec): 12 0 1 1398 2 Critical V/C: 0.545 2 1960*** 1 7;11 Avg Crit Del (sec/veh): 16.0 0 85 0 Avg Delay (sec/veh): 20.3 1 204 LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 74*** 0 104 Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 74 0 104 0 0 83 54 655 85 204 1326 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 74 0 104 0 0 83 54 655 85 204 1326 112 Added Vol: 0 0 0 0 0 0 0 528 0 0 459 0 PasserByVol: 0 0 0 0 0 0 0 215 0 0 175 0 Initial Fut: 74 0 104 0 0 83 54 1398 85 204 1960 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 0 104 0 0 83 54 1398 85 204 1960 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 0 104 0 0 83 54 1398 85 204 1960 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 0 104 0 0 83 54 1398 85 204 1960 112 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.82 0.18 1.00 2.83 0.17 Final Sat.: 1750 0 1750 0 0 1750 1750 5279 321 1750 5297 303 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.06 0.00 0.00 0.05 0.03 0.26 0.26 0.12 0.37 0.37 Crit Moves: **** **** **** **** Green Time: 13.1 0.0 13.1 0.0 0.0 10.0 7.0 59.0 59.0 26.0 77.9 77.9 Volume/Cap: 0.39 0.00 0.55 0.00 0.00 0.57 0.53 0.54 0.54 0.54 0.57 0.57 Delay/Veh: 51.0 0.0 53.9 0.0 0.0 58.2 60.0 21.3 21.3 43.3 11.9 11.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.0 0.0 53.9 0.0 0.0 58.2 60.0 21.3 21.3 43.3 11.9 11.9 LOS by Move: D- A D- A A E+ E C+ C+ D B+ B+ HCM2k95thQ: 6 0 9 0 0 8 4 22 22 13 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-35 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l nd u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 754*** 1 Critical V/C: 0.647 1 1106 1 Avg Crit Del (sec/veh): 30.2 0 215 0 Avg Delay (sec/veh): 23.8 1 211*** LOS: C Lanes: 1 0 0 0 1 Final Vol: 365*** 0 321 Signal=Spl it/Rights=l ncl u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 365 0 279 0 0 0 0 462 214 205 960 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 0 279 0 0 0 0 462 214 205 960 0 Added Vol: 0 0 0 0 0 0 0 106 1 1 125 0 PasserByVol: 0 0 42 0 0 0 0 186 0 5 21 0 Initial Fut: 365 0 321 0 0 0 0 754 215 211 1106 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 365 0 321 0 0 0 0 754 215 211 1106 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 0 321 0 0 0 0 754 215 211 1106 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 365 0 321 0 0 0 0 754 215 211 1106 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.54 0.46 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2878 821 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.18 0.00 0.00 0.00 0.00 0.26 0.26 0.12 0.30 0.00 Crit Moves: **** **** **** Green Time: 33.9 0.0 33.9 0.0 0.0 0.0 0.0 42.5 42.5 19.6 62.1 0.0 Volume/Cap: 0.65 0.00 0.57 0.00 0.00 0.00 0.00 0.65 0.65 0.65 0.51 0.00 Delay/Veh: 33.0 0.0 30.9 0.0 0.0 0.0 0.0 26.2 26.2 44.0 12.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 33.0 0.0 30.9 0.0 0.0 0.0 0.0 26.2 26.2 44.0 12.7 0.0 LOS by Move: C- A C A A A A C C D B A HCM2k95thQ: 21 0 18 0 0 0 0 23 23 13 19 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-36 Loss Time (sec): 9 0 1 784*** 1 Critical V/C: 0.662 1 1127 1 Avg Crit Del (sec/veh): 30.4 0 226 0 Avg Delay (sec/veh): 23.9 1 211*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 371*** 0 321 Signal=Spl it/Rights=l ncl u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 365 0 279 0 0 0 0 462 214 205 960 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 0 279 0 0 0 0 462 214 205 960 0 Added Vol: 6 0 0 0 0 0 0 136 12 1 146 0 PasserByVol: 0 0 42 0 0 0 0 186 0 5 21 0 Initial Fut: 371 0 321 0 0 0 0 784 226 211 1127 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 371 0 321 0 0 0 0 784 226 211 1127 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 0 321 0 0 0 0 784 226 211 1127 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 371 0 321 0 0 0 0 784 226 211 1127 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.54 0.46 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2871 828 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.18 0.00 0.00 0.00 0.00 0.27 0.27 0.12 0.30 0.00 Crit Moves: **** **** **** Green Time: 33.6 0.0 33.6 0.0 0.0 0.0 0.0 43.3 43.3 19.1 62.4 0.0 Volume/Cap: 0.66 0.00 0.57 0.00 0.00 0.00 0.00 0.66 0.66 0.66 0.51 0.00 Delay/Veh: 33.8 0.0 31.2 0.0 0.0 0.0 0.0 26.1 26.1 45.1 12.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 33.8 0.0 31.2 0.0 0.0 0.0 0.0 26.1 26.1 45.1 12.6 0.0 LOS by Move: C- A C A A A A C C D B A HCM2k95thQ: 22 0 18 0 0 0 0 24 24 13 19 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l ncl u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 784*** 1 Critical V/C: 0.662 1 1127 1 Avg Crit Del (sec/veh): 30.4 0 226 0 Avg Delay (sec/veh): 23.9 1 211*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 371*** 0 321 Signal=Spl it/Rights=l ncl u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 365 0 279 0 0 0 0 462 214 205 960 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 0 279 0 0 0 0 462 214 205 960 0 Added Vol: 6 0 0 0 0 0 0 136 12 1 146 0 PasserByVol: 0 0 42 0 0 0 0 186 0 5 21 0 Initial Fut: 371 0 321 0 0 0 0 784 226 211 1127 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 371 0 321 0 0 0 0 784 226 211 1127 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 0 321 0 0 0 0 784 226 211 1127 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 371 0 321 0 0 0 0 784 226 211 1127 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.54 0.46 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2871 828 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.18 0.00 0.00 0.00 0.00 0.27 0.27 0.12 0.30 0.00 Crit Moves: **** **** **** Green Time: 33.6 0.0 33.6 0.0 0.0 0.0 0.0 43.3 43.3 19.1 62.4 0.0 Volume/Cap: 0.66 0.00 0.57 0.00 0.00 0.00 0.00 0.66 0.66 0.66 0.51 0.00 Delay/Veh: 33.8 0.0 31.2 0.0 0.0 0.0 0.0 26.1 26.1 45.1 12.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 33.8 0.0 31.2 0.0 0.0 0.0 0.0 26.1 26.1 45.1 12.6 0.0 LOS by Move: C- A C A A A A C C D B A HCM2k95thQ: 22 0 18 0 0 0 0 24 24 13 19 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-37 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 119 125 113*** Lanes: 0 1 0 0 4 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 149*** 1 0 78 Loss Time (sec): 12 0 1 972 2 Critical V/C: 0.793 2 1812*** 1 Avg Crit Del (sec/veh): 36.1 0 28 0 Avg Delay (sec/veh): 34.2 1 110 LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 134 221*** 174 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 221 174 112 125 118 149 631 28 110 1402 78 Added Vol: 0 0 0 1 0 1 0 123 0 0 230 0 PasserByVol: 0 0 0 0 0 0 0 218 0 0 180 0 Initial Fut: 134 221 174 113 125 119 149 972 28 110 1812 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 221 174 113 125 119 149 972 28 110 1812 78 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 221 174 113 125 119 149 972 28 110 1812 78 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 221 174 113 125 119 149 972 28 110 1812 78 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.56 0.44 1.00 0.51 0.49 1.00 2.91 0.09 1.00 2.87 0.13 Final Sat.: 1750 1007 793 1750 922 878 1750 5443 157 1750 5369 231 ------------ I --------------- II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.22 0.06 0.14 0.14 0.09 0.18 0.18 0.06 0.34 0.34 Crit Moves **** **** **** **** Green Time: 14.2 30.4 30.4 9.0 25.2 25.2 11.8 43.2 43.2 15.4 46.8 46.8 Volume/Cap: 0.59 0.79 0.79 0.79 0.59 0.59 0.79 0.45 0.45 0.45 0.79 0.79 Delay/Veh: 49.3 45.4 45.4 75.1 40.1 40.1 68.1 24.8 24.8 44.7 29.3 29.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 49.3 45.4 45.4 75.1 40.1 40.1 68.1 24.8 24.8 44.7 29.3 29.3 LOS by Move: D D D E- D D E C C D C C HCM2k95thQ: 9 24 24 12 16 16 11 15 15 7 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-38 Loss Time (sec): 12 0 1 1377 2 Critical V/C: 0.853 2 2040*** 1 Avg Crit Del (sec/veh): 38.6 0 28 0 Avg Delay (sec/veh): 35.0 1 112 LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 134 221*** 183 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 221 174 112 125 118 149 631 28 110 1402 78 Added Vol: 0 0 9 12 0 1 0 528 0 2 458 6 PasserByVol: 0 0 0 0 0 0 0 218 0 0 180 0 Initial Fut: 134 221 183 124 125 119 149 1377 28 112 2040 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 221 183 124 125 119 149 1377 28 112 2040 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 221 183 124 125 119 149 1377 28 112 2040 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 221 183 124 125 119 149 1377 28 112 2040 84 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.55 0.45 1.00 0.51 0.49 1.00 2.94 0.06 1.00 2.88 0.12 Final Sat.: 1750 985 815 1750 922 878 1750 5488 112 1750 5378 221 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.22 0.07 0.14 0.14 0.09 0.25 0.25 0.06 0.38 0.38 Crit Moves **** **** **** **** Green Time: 13.7 29.0 29.0 9.1 24.3 24.3 11.0 47.7 47.7 12.2 48.9 48.9 Volume/Cap: 0.61 0.85 0.85 0.85 0.61 0.61 0.85 0.58 0.58 0.58 0.85 0.85 Delay/Veh: 50.7 52.4 52.4 85.4 41.4 41.4 79.8 23.9 23.9 50.8 30.4 30.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.7 52.4 52.4 85.4 41.4 41.4 79.8 23.9 23.9 50.8 30.4 30.4 LOS by Move: D D- D- F D D E- C C D C C HCM2k95thQ: 9 26 26 13 16 16 11 21 21 8 38 38 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 119 125 124*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 149*** 1 0 84 Loss Time (sec): 12 0 1 1377 2 Critical V/C: 0.853 2 2040*** 1 Avg Crit Del (sec/veh): 38.6 0 28 0 Avg Delay (sec/veh): 35.0 1 112 LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 134 221*** 183 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 134 221 174 112 125 118 149 631 28 110 1402 78 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 221 174 112 125 118 149 631 28 110 1402 78 Added Vol: 0 0 9 12 0 1 0 528 0 2 458 6 PasserByVol: 0 0 0 0 0 0 0 218 0 0 180 0 Initial Fut: 134 221 183 124 125 119 149 1377 28 112 2040 84 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 221 183 124 125 119 149 1377 28 112 2040 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 221 183 124 125 119 149 1377 28 112 2040 84 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 221 183 124 125 119 149 1377 28 112 2040 84 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.55 0.45 1.00 0.51 0.49 1.00 2.94 0.06 1.00 2.88 0.12 Final Sat.: 1750 985 815 1750 922 878 1750 5488 112 1750 5378 221 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.22 0.22 0.07 0.14 0.14 0.09 0.25 0.25 0.06 0.38 0.38 Crit Moves **** **** **** **** Green Time: 13.7 29.0 29.0 9.1 24.3 24.3 11.0 47.7 47.7 12.2 48.9 48.9 Volume/Cap: 0.61 0.85 0.85 0.85 0.61 0.61 0.85 0.58 0.58 0.58 0.85 0.85 Delay/Veh: 50.7 52.4 52.4 85.4 41.4 41.4 79.8 23.9 23.9 50.8 30.4 30.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.7 52.4 52.4 85.4 41.4 41.4 79.8 23.9 23.9 50.8 30.4 30.4 LOS by Move: D D- D- F D D E- C C D C C HCM2k95thQ: 9 26 26 13 16 16 11 21 21 8 38 38 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-39 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #20: Portal Avenue / Stevens Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 0 1 0 0 62*** 1 0 1268 2 Vol Cnt Date: 1 Rights=Include Lanes: Final Vol: 17 0 180 Sig nal=Permit/Rights=l ncl u d e 43 10 168- 0 1 0 0 1 Signal=Protect Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 180 0 161 Loss Time (sec): 9 1 Critical V/C: 0.539 2 1971*** Avg Crit Del (sec/veh): 18.6 0 Avg Delay (sec/veh): 18.8 1 15 LOS: 13- -4) *t t Lanes: 1 0 0 1 0 Final Vol: 33 24 33 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 24 33 168 10 43 62 888 17 15 1577 161 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 24 33 168 10 43 62 888 17 15 1577 161 Added Vol: 0 0 0 0 0 0 0 123 0 0 230 0 PasserByVol: 0 0 0 0 0 0 0 257 0 0 164 0 Initial Fut: 33 24 33 168 10 43 62 1268 17 15 1971 161 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 24 33 168 10 43 62 1268 17 15 1971 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 24 33 168 10 43 62 1268 17 15 1971 161 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 24 33 168 10 43 62 1268 17 15 1971 161 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.42 0.58 1.00 0.19 0.81 1.00 2.96 0.04 1.00 2.77 0.23 Final Sat.: 1750 758 1042 1750 340 1460 1750 5526 74 1750 5177 423 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.10 0.03 0.03 0.04 0.23 0.23 0.01 0.38 0.38 Crit Moves: **** **** **** Green Time: 32.1 32.1 32.1 32.1 32.1 32.1 11.8 119 118.8 20.1 127 127.1 Volume/Cap: 0.11 0.18 0.18 0.54 0.17 0.17 0.54 0.35 0.35 0.08 0.54 0.54 Delay/Veh: 62.1 63.1 63.1 69.2 62.9 62.9 86.5 13.6 13.6 71.8 12.7 12.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.1 63.1 63.1 69.2 62.9 62.9 86.5 13.6 13.6 71.8 12.7 12.7 LOS by Move: E E E E E E F B B E B B HCM2k95thQ: 3 6 6 17 5 5 7 19 19 2 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-40 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #20: Portal Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 43 10 168*** 0 1 0 0 1 Vol Cnt Date: n/a Cycle Time (sec): 180 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 17.8 62*** 1 17.3 0 B 1694 2 1 0 17 0 33 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 43 10 168*** 0 1 0 0 1 Vol Cnt Date: n/a Cycle Time (sec): 180 Loss Time (sec): 9 Critical V/C: 0.584 Avg Crit Del (sec/veh): 17.8 Avg Delay (sec/veh): 17.3 LOS: B 1 0 0 1 0 33 24 33 Sig nal=Permit/Rights=l ncl u d e Signal=Protect Rights=Include Lanes: Final Vol: 0 161 1 2 2208*** 0 1 15 Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 24 33 168 10 43 62 888 17 15 1577 161 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 24 33 168 10 43 62 888 17 15 1577 161 Added Vol: 0 0 0 0 0 0 0 549 0 0 467 0 PasserByVol: 0 0 0 0 0 0 0 257 0 0 164 0 Initial Fut: 33 24 33 168 10 43 62 1694 17 15 2208 161 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 24 33 168 10 43 62 1694 17 15 2208 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 24 33 168 10 43 62 1694 17 15 2208 161 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 24 33 168 10 43 62 1694 17 15 2208 161 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.42 0.58 1.00 0.19 0.81 1.00 2.97 0.03 1.00 2.79 0.21 Final Sat.: 1750 758 1042 1750 340 1460 1750 5544 56 1750 5219 381 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.10 0.03 0.03 0.04 0.31 0.31 0.01 0.42 0.42 Crit Moves: **** **** **** Green Time: 29.6 29.6 29.6 29.6 29.6 29.6 10.9 125 125.4 16.0 130 130.5 Volume/Cap: 0.11 0.19 0.19 0.58 0.18 0.18 0.58 0.44 0.44 0.10 0.58 0.58 Delay/Veh: 64.2 65.2 65.2 72.6 65.0 65.0 90.4 12.0 12.0 75.7 12.0 12.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.2 65.2 65.2 72.6 65.0 65.0 90.4 12.0 12.0 75.7 12.0 12.0 LOS by Move: E E E E E E F B+ B+ E- B B HCM2k95thQ: 3 6 6 18 5 5 7 24 24 2 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-41 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 12 4*** 23 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 44*** 1 0 53 Loss Time (sec): 12 0 1 1412 2 Critical V/C: 0.463 2 2128*** 1 � Avg Crit Del (sec/veh): 7.1 � 0 4 0 Avg Delay (sec/veh): 9.0 1 71 LOS: A t Lanes: 0 1 0 0 1 Final Vol: 4 0 24 Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 24 23 4 11 42 1067 4 71 1706 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 24 23 4 11 42 1067 4 71 1706 53 Added Vol: 0 0 0 0 0 1 2 122 0 0 229 0 PasserByVol: 0 0 0 0 0 0 0 223 0 0 193 0 Initial Fut: 4 0 24 23 4 12 44 1412 4 71 2128 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 0 24 23 4 12 44 1412 4 71 2128 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 24 23 4 12 44 1412 4 71 2128 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 24 23 4 12 44 1412 4 71 2128 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.85 0.15 1.00 1.00 2.99 0.01 1.00 2.92 0.08 Final Sat.: 1800 0 1750 1533 267 1750 1750 5584 16 1750 5464 136 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.01 0.02 0.02 0.01 0.03 0.25 0.25 0.04 0.39 0.39 Crit Moves: **** **** **** Green Time: 10.0 0.0 10.0 10.0 10.0 10.0 8.7 122 122.5 20.5 134 134.3 Volume/Cap: 0.04 0.00 0.23 0.25 0.25 0.11 0.48 0.34 0.34 0.33 0.48 0.48 Delay/Veh: 73.1 0.0 74.9 75.1 75.1 73.8 79.9 7.4 7.4 66.8 4.7 4.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.1 0.0 74.9 75.1 75.1 73.8 79.9 7.4 7.4 66.8 4.7 4.7 LOS by Move: E A E E- E- E E- A A E A A HCM2k95thQ: 0 0 3 3 3 1 5 15 15 6 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-42 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #21: Perimeter Road / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 168*** 4 83 1 0 0 1 0 Vol Cnt Date: n/a Cycle Time (sec): 165 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 40.1 380*** 1 31.5 0 C 1502 2 1 1 4 0 24 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 168*** 4 83 1 0 0 1 0 Vol Cnt Date: n/a Cycle Time (sec): 165 Loss Time (sec): 12 Critical V/C: 0.788 Avg Crit Del (sec/veh): 40.1 Avg Delay (sec/veh): 31.5 LOS: C 0 1 0 0 1 4 0 24 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 131 1 2 2208*** 0 1 71 Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 24 23 4 11 42 1067 4 71 1706 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 24 23 4 11 42 1067 4 71 1706 53 Added Vol: 0 0 0 60 0 157 338 212 0 0 309 78 PasserByVol: 0 0 0 0 0 0 0 223 0 0 193 0 Initial Fut: 4 0 24 83 4 168 380 1502 4 71 2208 131 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 0 24 83 4 168 380 1502 4 71 2208 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 24 83 4 168 380 1502 4 71 2208 131 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 24 83 4 168 380 1502 4 71 2208 131 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.95 0.05 1.00 1.00 2.99 0.01 1.00 2.83 0.17 Final Sat.: 1800 0 1750 1717 83 1750 1750 5585 15 1750 5286 314 ------------ I---------------II---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.01 0.05 0.05 0.10 0.22 0.27 0.27 0.04 0.42 0.42 Crit Moves: **** **** **** Green Time: 20.1 0.0 20.1 20.1 20.1 20.1 45.5 115 114.8 18.1 87.4 87.4 Volume/Cap: 0.02 0.00 0.11 0.40 0.40 0.79 0.79 0.39 0.39 0.37 0.79 0.79 Delay/Veh: 63.8 0.0 64.7 68.0 68.0 88.0 63.8 10.5 10.5 69.4 32.8 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.8 0.0 64.7 68.0 68.0 88.0 63.8 10.5 10.5 69.4 32.8 32.8 LOS by Move: E A E E E F E B+ B+ E C- C- HCM2k95thQ: 0 0 2 9 9 20 33 19 19 7 48 48 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-43 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 83 746 95*** Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 69 1 1 309 Loss Time (sec): 12 0 0 419 3 Critical V/C: 0.880 3 1208 0 � Avg Crit Del (sec/veh): 64.2 � 0 334*** 1 Avg Delay (sec/veh): 57.3 2 495*** LOS: E+ Lanes: 2 0 2 0 1 Final Vol: 392 1592*** 174 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 1492 33 91 632 83 69 358 240 404 1060 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 1492 33 91 632 83 69 358 240 404 1060 299 Added Vol: 27 60 141 4 26 0 0 61 6 81 139 10 PasserByVol: 43 40 0 0 88 0 0 0 88 10 9 0 Initial Fut: 392 1592 174 95 746 83 69 419 334 495 1208 309 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 392 1592 174 95 746 83 69 419 334 495 1208 309 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 392 1592 174 95 746 83 69 419 334 495 1208 309 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 392 1592 174 95 746 83 69 419 334 495 1208 309 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.42 0.10 0.05 0.13 0.05 0.04 0.07 0.19 0.16 0.21 0.18 Crit Moves: **** **** **** **** Green Time: 48.5 88.1 121.1 11.4 51.0 62.5 11.5 40.1 40.1 33.0 61.7 61.7 Volume/Cap: 0.47 0.88 0.15 0.88 0.47 0.14 0.64 0.34 0.88 0.88 0.64 0.53 Delay/Veh: 56.4 47.9 12.0 134.6 54.6 41.5 94.2 59.7 88.6 86.9 51.5 49.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 56.4 47.9 12.0 134.6 54.6 41.5 94.2 59.7 88.6 86.9 51.5 49.5 LOS by Move: E+ D B+ F D- D F E+ F F D- D HCM2k95thQ: 19 60 7 15 20 7 10 12 37 29 31 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Page 2-44 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 83 784 95*** Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 69 1 1 309 Loss Time (sec): 12 0 0 419 3 Critical V/C: 0.915 3 1208 0 Avg Crit Del (sec/veh): 68.9 0 350*** 1 Avg Delay (sec/veh): 59.2 2 523*** LOS: E+ Lanes: 2 0 2 0 1 Final Vol: 402 1648*** 194 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 1492 33 91 632 83 69 358 240 404 1060 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 1492 33 91 632 83 69 358 240 404 1060 299 Added Vol: 37 116 161 4 64 0 0 61 22 109 139 10 PasserByVol: 43 40 0 0 88 0 0 0 88 10 9 0 Initial Fut: 402 1648 194 95 784 83 69 419 350 523 1208 309 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 402 1648 194 95 784 83 69 419 350 523 1208 309 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 402 1648 194 95 784 83 69 419 350 523 1208 309 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 402 1648 194 95 784 83 69 419 350 523 1208 309 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.43 0.11 0.05 0.14 0.05 0.04 0.07 0.20 0.17 0.21 0.18 Crit Moves: **** **** **** **** Green Time: 47.5 87.7 121.3 11.0 51.2 62.8 11.6 40.4 40.4 33.6 62.4 62.4 Volume/Cap: 0.50 0.92 0.17 0.92 0.50 0.14 0.63 0.34 0.92 0.92 0.63 0.52 Delay/Veh: 57.5 51.7 12.1 145.9 54.9 41.3 93.4 59.5 94.7 91.7 50.8 48.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.5 51.7 12.1 145.9 54.9 41.3 93.4 59.5 94.7 91.7 50.8 48.9 LOS by Move: E+ D- B F D- D F E+ F F D D HCM2k95thQ: 19 64 8 15 22 7 10 12 39 30 31 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-45 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #23: Wolfe Road / Fremont Avenue Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 637 1004*** 20 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: 520*** 2 Cycle Time (sec): 185 0 148 0 Loss Time (sec): 12 1 223 2 Critical V/C: 0.708 0 49*** 0 Avg Crit Del (sec/veh): 54.0 0 269 1 Avg Delay (sec/veh): 58.4 1 8 LOS: E+ .,*trs*n Lanes: 1 0 2 1 0 Final Vol: 193*** 1394 36 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 133 1191 35 20 771 571 411 213 172 7 49 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 133 1191 35 20 771 571 411 213 172 7 49 148 Added Vol: 20 119 0 0 49 64 109 0 19 0 0 0 PasserByVol: 40 84 1 0 184 2 0 10 78 1 0 0 Initial Fut: 193 1394 36 20 1004 637 520 223 269 8 49 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 193 1394 36 20 1004 637 520 223 269 8 49 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 1394 36 20 1004 637 520 223 269 8 49 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 193 1394 36 20 1004 637 520 223 269 8 49 148 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.92 0.08 0.04 1.96 1.00 2.00 2.00 1.00 1.00 0.25 0.75 Final Sat.: 1750 5459 141 72 3636 1800 3150 3800 1750 1750 448 1352 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.26 0.26 0.00 0.28 0.35 0.17 0.06 0.15 0.00 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 27.1 54.7 54.7 62.2 86.8 86.8 35.4 35.4 62.4 23.4 23.4 23.4 Volume/Cap: 0.75 0.86 0.86 0.82 0.59 0.75 0.86 0.31 0.46 0.04 0.86 0.86 Delay/Veh: 85.7 64.9 64.9 57.6 35.4 40.8 82.8 62.8 47.2 69.0 104 104.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 85.7 64.9 64.9 57.6 35.4 40.8 82.8 62.8 47.2 69.0 104 104.2 LOS by Move: F E E E+ D+ D F E D E F F HCM2k95thQ: 20 42 42 44 35 48 29 10 21 1 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-46 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #23: Wolfe Road / Fremont Avenue Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 637 1086*** 20 Lanes: 0 1 1 1 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 520*** 2 0 148 Loss Time (sec): 12 0 1 223 2 Critical V/C: 0.739 0 49*** 0 Avg Crit Del (sec/veh): 55.9 0 281 1 Avg Delay(sec/veh): 60.3 1 8 LOS: E t Lanes: 1 0 2 1 0 Final Vol: 205*** 1479 36 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 133 1191 35 20 771 571 411 213 172 7 49 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 133 1191 35 20 771 571 411 213 172 7 49 148 Added Vol: 32 204 0 0 131 64 109 0 31 0 0 0 PasserByVol: 40 84 1 0 184 2 0 10 78 1 0 0 Initial Fut: 205 1479 36 20 1086 637 520 223 281 8 49 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 205 1479 36 20 1086 637 520 223 281 8 49 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 205 1479 36 20 1086 637 520 223 281 8 49 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 205 1479 36 20 1086 637 520 223 281 8 49 148 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.93 0.07 0.04 1.96 1.00 2.00 2.00 1.00 1.00 0.25 0.75 Final Sat.: 1750 5467 133 67 3638 1800 3150 3800 1750 1750 448 1352 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.27 0.27 0.00 0.30 0.35 0.17 0.06 0.16 0.00 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 29.0 55.4 55.4 64.2 87.5 87.5 33.8 33.8 62.8 22.4 22.4 22.4 Volume/Cap: 0.75 0.90 0.90 0.86 0.63 0.75 0.90 0.32 0.47 0.04 0.90 0.90 Delay/Veh: 83.3 67.9 67.9 58.7 36.1 40.1 89.7 64.1 47.4 69.9 114 114.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 83.3 67.9 67.9 58.7 36.1 40.1 89.7 64.1 47.4 69.9 114 114.0 LOS by Move: F E E E+ D+ D F E D E F F HCM2k95thQ: 21 45 45 48 38 48 30 10 22 1 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-47 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 1278 72*** Lanes: 0 0 2 0 4 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 0 0 0 124 Loss Time (sec): 9 0 0 0 Critical V/C: 0.700 0 � Avg Crit Del (sec/veh): 22.4 0 0 Avg Delay (sec/veh): 16.4 LOS: B Lanes: 0 0 1 1 0 Final Vol: 0 1790*** 69 Signal=Protect/Ri ghts=l ncl ude 0 1! 0 0 0 83*** Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1528 69 72 930 0 0 0 0 83 0 124 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1528 69 72 930 0 0 0 0 83 0 124 Added Vol: 0 139 0 0 68 0 0 0 0 0 0 0 PasserByVol: 0 123 0 0 280 0 0 0 0 0 0 0 Initial Fut: 0 1790 69 72 1278 0 0 0 0 83 0 124 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1790 69 72 1278 0 0 0 0 83 0 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1790 69 72 1278 0 0 0 0 83 0 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1790 69 72 1278 0 0 0 0 83 0 124 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 0.40 0.00 0.60 Final Sat.: 0 3563 137 1750 3800 0 0 0 0 702 0 1048 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.50 0.50 0.04 0.34 0.00 0.00 0.00 0.00 0.12 0.00 0.12 Crit Moves: **** **** **** Green Time: 0.0 118 118.4 9.7 128 0.0 0.0 0.0 0.0 27.9 0.0 27.9 Volume/Cap: 0.00 0.70 0.70 0.70 0.43 0.00 0.00 0.00 0.00 0.70 0.00 0.70 Delay/Veh: 0.0 14.1 14.1 95.5 6.3 0.0 0.0 0.0 0.0 71.9 0.0 71.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 14.1 14.1 95.5 6.3 0.0 0.0 0.0 0.0 71.9 0.0 71.9 LOS by Move: A B B F A A A A A E A E HCM2k95thQ: 0 44 44 8 19 0 0 0 0 21 0 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-48 Loss Time (sec): 9 0 0 0 Critical V/C: 0.733 0 � Avg Crit Del (sec/veh): 23.1 0 0 Avg Delay (sec/veh): 16.8 LOS: B Lanes: 0 0 1 1 0 Final Vol: 0 1887*** 72 Signal=Protect/Ri ghts=l ncl ude 0 1! 0 0 0 90*** Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1528 69 72 930 0 0 0 0 83 0 124 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1528 69 72 930 0 0 0 0 83 0 124 Added Vol: 0 236 3 0 162 0 0 0 0 7 0 0 PasserByVol: 0 123 0 0 280 0 0 0 0 0 0 0 Initial Fut: 0 1887 72 72 1372 0 0 0 0 90 0 124 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1887 72 72 1372 0 0 0 0 90 0 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1887 72 72 1372 0 0 0 0 90 0 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1887 72 72 1372 0 0 0 0 90 0 124 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 0.42 0.00 0.58 Final Sat.: 0 3564 136 1750 3800 0 0 0 0 736 0 1014 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.53 0.53 0.04 0.36 0.00 0.00 0.00 0.00 0.12 0.00 0.12 Crit Moves: **** **** **** Green Time: 0.0 119 119.2 9.3 128 0.0 0.0 0.0 0.0 27.5 0.0 27.5 Volume/Cap: 0.00 0.73 0.73 0.73 0.46 0.00 0.00 0.00 0.00 0.73 0.00 0.73 Delay/Veh: 0.0 14.6 14.6 101.1 6.4 0.0 0.0 0.0 0.0 74.5 0.0 74.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 14.6 14.6 101.1 6.4 0.0 0.0 0.0 0.0 74.5 0.0 74.5 LOS by Move: A B B F A A A A A E A E HCM2k95thQ: 0 48 48 8 21 0 0 0 0 22 0 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 1372 72*** Lanes: 0 0 4 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 165 0 0 0 124 Loss Time (sec): 9 0 0 0 Critical V/C: 0.733 0 � Avg Crit Del (sec/veh): 23.1 0 0 Avg Delay (sec/veh): 16.8 LOS: B Lanes: 0 0 1 1 0 Final Vol: 0 1887*** 72 Signal=Protect/Ri ghts=l ncl ude 0 1! 0 0 0 90*** Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1528 69 72 930 0 0 0 0 83 0 124 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1528 69 72 930 0 0 0 0 83 0 124 Added Vol: 0 236 3 0 162 0 0 0 0 7 0 0 PasserByVol: 0 123 0 0 280 0 0 0 0 0 0 0 Initial Fut: 0 1887 72 72 1372 0 0 0 0 90 0 124 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1887 72 72 1372 0 0 0 0 90 0 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1887 72 72 1372 0 0 0 0 90 0 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1887 72 72 1372 0 0 0 0 90 0 124 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.92 0.08 1.00 2.00 0.00 0.00 0.00 0.00 0.42 0.00 0.58 Final Sat.: 0 3564 136 1750 3800 0 0 0 0 736 0 1014 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.53 0.53 0.04 0.36 0.00 0.00 0.00 0.00 0.12 0.00 0.12 Crit Moves: **** **** **** Green Time: 0.0 119 119.2 9.3 128 0.0 0.0 0.0 0.0 27.5 0.0 27.5 Volume/Cap: 0.00 0.73 0.73 0.73 0.46 0.00 0.00 0.00 0.00 0.73 0.00 0.73 Delay/Veh: 0.0 14.6 14.6 101.1 6.4 0.0 0.0 0.0 0.0 74.5 0.0 74.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 14.6 14.6 101.1 6.4 0.0 0.0 0.0 0.0 74.5 0.0 74.5 LOS by Move: A B B F A A A A A E A E HCM2k95thQ: 0 48 48 8 21 0 0 0 0 22 0 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-49 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 86 1283 30*** Lanes: 0 1 1 0 4 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 145 114 0 1 103 Loss Time (sec): 9 1 0 63*** 0 Critical V/C: 0.608 0 98 0 Avg Crit Del (sec/veh): 15.8 1 61 1 Avg Delay (sec/veh): 17.8 0 59 LOS: B t Lanes: 1 0 1 1 0 Final Vol: 33 1641*** 42 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 31 1379 42 30 935 86 114 63 46 57 98 103 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 1379 42 30 935 86 114 63 46 57 98 103 Added Vol: 0 139 0 0 68 0 0 0 0 0 0 0 PasserByVol: 2 123 0 0 280 0 0 0 15 2 0 0 Initial Fut: 33 1641 42 30 1283 86 114 63 61 59 98 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 1641 42 30 1283 86 114 63 61 59 98 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 1641 42 30 1283 86 114 63 61 59 98 103 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 1641 42 30 1283 86 114 63 61 59 98 103 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.95 0.05 1.00 1.87 0.13 0.64 0.36 1.00 0.38 0.62 1.00 Final Sat.: 1750 3608 92 1750 3467 232 1159 641 1750 676 1124 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.45 0.45 0.02 0.37 0.37 0.10 0.10 0.03 0.09 0.09 0.06 Crit Moves: **** **** **** Green Time: 13.0 106 106.1 7.0 100 100.0 22.9 22.9 36.0 22.9 22.9 29.9 Volume/Cap: 0.21 0.62 0.62 0.36 0.54 0.54 0.62 0.62 0.14 0.55 0.55 0.29 Delay/Veh: 61.9 10.0 10.0 69.4 11.3 11.3 61.2 61.2 42.6 58.6 58.6 49.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.9 10.0 10.0 69.4 11.3 11.3 61.2 61.2 42.6 58.6 58.6 49.0 LOS by Move: E B+ B+ E B+ B+ E E D E+ E+ D HCM2k95thQ: 3 31 31 3 26 26 16 16 5 14 14 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-50 Loss Time (sec): 9 1 0 63*** 0 Critical V/C: 0.638 0 98 0 Avg Crit Del (sec/veh): 15.8 1 68 1 Avg Delay (sec/veh): 17.7 0 66 LOS: B t Lanes: 1 0 1 1 0 Final Vol: 36 1741*** 45 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 31 1379 42 30 935 86 114 63 46 57 98 103 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 1379 42 30 935 86 114 63 46 57 98 103 Added Vol: 3 239 3 0 169 0 0 0 7 7 0 0 PasserByVol: 2 123 0 0 280 0 0 0 15 2 0 0 Initial Fut: 36 1741 45 30 1384 86 114 63 68 66 98 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 1741 45 30 1384 86 114 63 68 66 98 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 1741 45 30 1384 86 114 63 68 66 98 103 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 1741 45 30 1384 86 114 63 68 66 98 103 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.95 0.05 1.00 1.88 0.12 0.64 0.36 1.00 0.40 0.60 1.00 Final Sat.: 1750 3607 93 1750 3483 216 1159 641 1750 724 1076 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.48 0.48 0.02 0.40 0.40 0.10 0.10 0.04 0.09 0.09 0.06 Crit Moves: **** **** **** Green Time: 12.4 107 107.2 7.0 102 101.8 21.8 21.8 34.2 21.8 21.8 28.8 Volume/Cap: 0.24 0.65 0.65 0.36 0.57 0.57 0.65 0.65 0.16 0.61 0.61 0.30 Delay/Veh: 62.8 10.1 10.1 69.4 11.0 11.0 63.6 63.6 44.2 61.4 61.4 49.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.8 10.1 10.1 69.4 11.0 11.0 63.6 63.6 44.2 61.4 61.4 49.9 LOS by Move: E B+ B+ E B+ B+ E E D E E D HCM2k95thQ: 3 33 33 3 28 28 16 16 5 15 15 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 86 1384 30*** Lanes: 0 1 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 145 114 0 1 103 Loss Time (sec): 9 1 0 63*** 0 Critical V/C: 0.638 0 98 0 Avg Crit Del (sec/veh): 15.8 1 68 1 Avg Delay (sec/veh): 17.7 0 66 LOS: B t Lanes: 1 0 1 1 0 Final Vol: 36 1741*** 45 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 31 1379 42 30 935 86 114 63 46 57 98 103 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 1379 42 30 935 86 114 63 46 57 98 103 Added Vol: 3 239 3 0 169 0 0 0 7 7 0 0 PasserByVol: 2 123 0 0 280 0 0 0 15 2 0 0 Initial Fut: 36 1741 45 30 1384 86 114 63 68 66 98 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 1741 45 30 1384 86 114 63 68 66 98 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 1741 45 30 1384 86 114 63 68 66 98 103 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 1741 45 30 1384 86 114 63 68 66 98 103 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.95 0.05 1.00 1.88 0.12 0.64 0.36 1.00 0.40 0.60 1.00 Final Sat.: 1750 3607 93 1750 3483 216 1159 641 1750 724 1076 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.48 0.48 0.02 0.40 0.40 0.10 0.10 0.04 0.09 0.09 0.06 Crit Moves: **** **** **** Green Time: 12.4 107 107.2 7.0 102 101.8 21.8 21.8 34.2 21.8 21.8 28.8 Volume/Cap: 0.24 0.65 0.65 0.36 0.57 0.57 0.65 0.65 0.16 0.61 0.61 0.30 Delay/Veh: 62.8 10.1 10.1 69.4 11.0 11.0 63.6 63.6 44.2 61.4 61.4 49.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.8 10.1 10.1 69.4 11.0 11.0 63.6 63.6 44.2 61.4 61.4 49.9 LOS by Move: E B+ B+ E B+ B+ E E D E E D HCM2k95thQ: 3 33 33 3 28 28 16 16 5 15 15 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-51 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 99 998 139*** Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 193 1 0 103 Loss Time (sec): 12 0 1 648 2 Critical V/C: 0.850 1 837 0 � Avg Crit Del (sec/veh): 40.2 � 0 362`"* 1 Avg Delay (sec/veh): 39.4 2 601*** LOS: D Lanes: 2 0 2 0 1 Final Vol: 370 1215*** 0 Signal=Protect/Ri ghts=lg nore Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 282 980 418 95 686 88 176 441 185 374 742 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 282 980 418 95 686 88 176 441 185 374 742 84 Added Vol: 36 114 41 4 53 11 17 78 11 19 78 9 PasserByVol: 52 121 77 40 259 0 0 129 166 208 17 10 Initial Fut: 370 1215 536 139 998 99 193 648 362 601 837 103 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 370 1215 0 139 998 99 193 648 362 601 837 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 370 1215 0 139 998 99 193 648 362 601 837 103 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 370 1215 0 139 998 99 193 648 362 601 837 103 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.72 0.28 1.00 2.00 1.00 2.00 1.77 0.23 Final Sat.: 3150 3800 1750 3150 5094 505 1750 3800 1750 3150 3294 405 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.32 0.00 0.04 0.20 0.20 0.11 0.17 0.21 0.19 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 18.7 42.8 0.0 7.0 31.1 31.1 16.1 27.7 27.7 25.5 37.1 37.1 Volume/Cap: 0.72 0.86 0.00 0.72 0.72 0.72 0.79 0.71 0.86 0.86 0.79 0.79 Delay/Veh: 44.9 25.7 0.0 63.6 30.4 30.4 63.3 42.6 57.9 53.5 38.9 38.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 44.9 25.7 0.0 63.6 30.4 30.4 63.3 42.6 57.9 53.5 38.9 38.9 LOS by Move: D C A E C C E D E+ D- D+ D+ HCM2k95thQ: 14 31 0 6 20 20 14 18 24 22 26 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-52 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 99 1114 139*** Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 193 1 0 103 Loss Time (sec): 12 0 1 648 2 Critical V/C: 0.916 1 837 0 � Avg Crit Del (sec/veh): 47.7 � 0 400`"* 1 Avg Delay (sec/veh): 42.9 2 632*** LOS: D Lanes: 2 0 2 0 1 Final Vol: 394 1320*** 0 Signal=Protect/Ri ghts=lg nore Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 282 980 418 95 686 88 176 441 185 374 742 84 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 282 980 418 95 686 88 176 441 185 374 742 84 Added Vol: 60 219 61 4 169 11 17 78 49 50 78 9 PasserByVol: 52 121 77 40 259 0 0 129 166 208 17 10 Initial Fut: 394 1320 556 139 1114 99 193 648 400 632 837 103 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 394 1320 0 139 1114 99 193 648 400 632 837 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 394 1320 0 139 1114 99 193 648 400 632 837 103 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 394 1320 0 139 1114 99 193 648 400 632 837 103 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.75 0.25 1.00 2.00 1.00 2.00 1.77 0.23 Final Sat.: 3150 3800 1750 3150 5142 457 1750 3800 1750 3150 3294 405 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.35 0.00 0.04 0.22 0.22 0.11 0.17 0.23 0.20 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 18.3 42.9 0.0 7.0 31.7 31.7 16.1 28.3 28.3 24.8 37.0 37.0 Volume/Cap: 0.79 0.93 0.00 0.72 0.79 0.79 0.79 0.69 0.93 0.93 0.79 0.79 Delay/Veh: 48.7 32.0 0.0 63.6 31.6 31.6 63.6 41.7 69.2 63.7 39.1 39.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.7 32.0 0.0 63.6 31.6 31.6 63.6 41.7 69.2 63.7 39.1 39.1 LOS by Move: D C A E C C E D E E D D HCM2k95thQ: 15 38 0 6 23 23 14 18 28 25 26 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-53 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 13 1513 407*** Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 135 0 0 1 70 Loss Time (sec): 12 0 o 0 Critical V/C: 0.573 0 � Avg Crit Del (sec/veh): 27.6 6*** 1 Avg Delay (sec/veh): 18.9 LOS: 13 - Lanes: 0 0 3 0 2 Final Vol: 0 2064*** 1349 Sig nal=ProtecURights=Oved ap 0 0 0 0 3 126*** Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1684 258 113 1106 3 0 0 6 10 0 10 Added Vol: 0 191 0 0 72 10 0 0 0 0 0 0 PasserByVol: 0 189 1091 294 335 0 0 0 0 116 0 60 Initial Fut: 0 2064 1349 407 1513 13 0 0 6 126 0 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2064 1349 407 1513 13 0 0 6 126 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2064 1349 407 1513 13 0 0 6 126 0 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2064 1349 407 1513 13 0 0 6 126 0 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.97 0.03 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5552 48 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.43 0.13 0.27 0.27 0.00 0.00 0.00 0.03 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 0.0 75.9 85.9 27.1 103 103.0 0.0 0.0 10.0 10.0 0.0 37.1 Volume/Cap: 0.00 0.64 0.67 0.64 0.36 0.36 0.00 0.00 0.05 0.37 0.00 0.15 Delay/Veh: 0.0 20.7 16.5 51.8 5.3 5.3 0.0 0.0 58.2 60.2 0.0 37.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.7 16.5 51.8 5.3 5.3 0.0 0.0 58.2 60.2 0.0 37.1 LOS by Move: A C+ B D- A A A A E+ E A D+ HCM2k95thQ: 0 32 35 17 13 13 0 0 1 5 0 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-54 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 13 1698 407*** Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 135 0 0 1 70 Loss Time (sec): 12 0 o 0 Critical V/C: 0.602 0 � Avg Crit Del (sec/veh): 27.5 6*** 1 Avg Delay (sec/veh): 18.5 LOS: 13 - Lanes: 0 0 3 0 2 Final Vol: 0 2214*** 1349 Sig nal=ProtecURights=Oved ap 0 0 0 0 3 126*** Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1684 258 113 1106 3 0 0 6 10 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1684 258 113 1106 3 0 0 6 10 0 10 Added Vol: 0 341 0 0 257 10 0 0 0 0 0 0 PasserByVol: 0 189 1091 294 335 0 0 0 0 116 0 60 Initial Fut: 0 2214 1349 407 1698 13 0 0 6 126 0 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2214 1349 407 1698 13 0 0 6 126 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2214 1349 407 1698 13 0 0 6 126 0 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2214 1349 407 1698 13 0 0 6 126 0 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.98 0.02 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5557 43 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.43 0.13 0.31 0.31 0.00 0.00 0.00 0.03 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 0.0 77.3 87.3 25.7 103 103.0 0.0 0.0 10.0 10.0 0.0 35.7 Volume/Cap: 0.00 0.68 0.66 0.68 0.40 0.40 0.00 0.00 0.05 0.37 0.00 0.15 Delay/Veh: 0.0 20.8 15.6 53.9 5.5 5.5 0.0 0.0 58.2 60.2 0.0 38.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.8 15.6 53.9 5.5 5.5 0.0 0.0 58.2 60.2 0.0 38.2 LOS by Move: A C+ B D- A A A A E+ E A D+ HCM2k95thQ: 0 35 34 17 15 15 0 0 1 5 0 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-55 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 20 1568 41*** Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 44 1 0 108 Loss Time (sec): 12 0 2*** 0 Critical V/C: 0.620 1 � Avg Crit Del (sec/veh): 27.9 127 0 Avg Delay (sec/veh): 28.8 LOS: C Lanes: 2 0 4 1 0 Final Vol: 129 3225*** 64 Signal=Protect/Ri ghts=l ncl ude 1 0 4 0 1 223*** Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 37 108 32 16 53 3 9 0 26 151 0 73 PasserByVol: 0 1279 0 0 452 0 0 0 0 0 0 0 Initial Fut: 129 3225 64 41 1568 20 44 2 127 223 4 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 129 3225 64 41 1568 20 44 2 127 223 4 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 3225 64 41 1568 20 44 2 127 223 4 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 129 3225 64 41 1568 20 44 2 127 223 4 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.90 0.10 1.00 2.96 0.04 1.00 0.02 0.98 1.00 0.04 0.96 Final Sat.: 3150 9217 183 1750 5529 71 1750 28 1772 1750 64 1736 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.35 0.35 0.02 0.28 0.28 0.03 0.07 0.07 0.13 0.06 0.06 Crit Moves **** **** **** **** Green Time: 12.9 86.7 86.7 7.0 80.8 80.8 20.3 17.8 17.8 31.6 29.0 29.0 Volume/Cap: 0.49 0.63 0.63 0.52 0.54 0.54 0.19 0.63 0.63 0.63 0.33 0.33 Delay/Veh: 69.4 23.4 23.4 78.3 25.0 25.0 60.4 71.4 71.4 59.8 55.2 55.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 69.4 23.4 23.4 78.3 25.0 25.0 60.4 71.4 71.4 59.8 55.2 55.2 LOS by Move: E C C E- C C E E E E+ E+ E+ HCM2k95thQ: 7 34 34 4 29 29 4 13 13 20 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-56 Loss Time (sec): 12 0 2*** 0 Critical V/C: 0.638 1 � Avg Crit Del (sec/veh): 27.6 127 0 Avg Delay (sec/veh): 28.4 LOS: C Lanes: 2 0 4 1 0 Final Vol: 129 3376*** 64 Signal=Protect/Ri ghts=l ncl ude 1 0 4 0 1 223*** Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 37 259 32 16 238 3 9 0 26 151 0 73 PasserByVol: 0 1279 0 0 452 0 0 0 0 0 0 0 Initial Fut: 129 3376 64 41 1753 20 44 2 127 223 4 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 129 3376 64 41 1753 20 44 2 127 223 4 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 3376 64 41 1753 20 44 2 127 223 4 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 129 3376 64 41 1753 20 44 2 127 223 4 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.90 0.10 1.00 2.96 0.04 1.00 0.02 0.98 1.00 0.04 0.96 Final Sat.: 3150 9225 175 1750 5537 63 1750 28 1772 1750 64 1736 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.37 0.37 0.02 0.32 0.32 0.03 0.07 0.07 0.13 0.06 0.06 Crit Moves **** **** **** **** Green Time: 11.9 88.1 88.1 7.0 83.2 83.2 19.7 17.2 17.2 30.7 28.2 28.2 Volume/Cap: 0.53 0.64 0.64 0.52 0.59 0.59 0.20 0.64 0.64 0.64 0.34 0.34 Delay/Veh: 71.2 23.1 23.1 78.3 24.6 24.6 61.0 73.0 73.0 61.3 55.9 55.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.2 23.1 23.1 78.3 24.6 24.6 61.0 73.0 73.0 61.3 55.9 55.9 LOS by Move: E C C E- C C E E E E E+ E+ HCM2k95thQ: 7 35 35 4 32 32 4 14 14 20 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 20 1753 41*** Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 44 1 0 108 Loss Time (sec): 12 0 2*** 0 Critical V/C: 0.638 1 � Avg Crit Del (sec/veh): 27.6 127 0 Avg Delay (sec/veh): 28.4 LOS: C Lanes: 2 0 4 1 0 Final Vol: 129 3376*** 64 Signal=Protect/Ri ghts=l ncl ude 1 0 4 0 1 223*** Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 1838 32 25 1063 17 35 2 101 72 4 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1838 32 25 1063 17 35 2 101 72 4 35 Added Vol: 37 259 32 16 238 3 9 0 26 151 0 73 PasserByVol: 0 1279 0 0 452 0 0 0 0 0 0 0 Initial Fut: 129 3376 64 41 1753 20 44 2 127 223 4 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 129 3376 64 41 1753 20 44 2 127 223 4 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 3376 64 41 1753 20 44 2 127 223 4 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 129 3376 64 41 1753 20 44 2 127 223 4 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 0.95 0.95 Lanes: 2.00 4.90 0.10 1.00 2.96 0.04 1.00 0.02 0.98 1.00 0.04 0.96 Final Sat.: 3150 9225 175 1750 5537 63 1750 28 1772 1750 64 1736 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.37 0.37 0.02 0.32 0.32 0.03 0.07 0.07 0.13 0.06 0.06 Crit Moves **** **** **** **** Green Time: 11.9 88.1 88.1 7.0 83.2 83.2 19.7 17.2 17.2 30.7 28.2 28.2 Volume/Cap: 0.53 0.64 0.64 0.52 0.59 0.59 0.20 0.64 0.64 0.64 0.34 0.34 Delay/Veh: 71.2 23.1 23.1 78.3 24.6 24.6 61.0 73.0 73.0 61.3 55.9 55.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.2 23.1 23.1 78.3 24.6 24.6 61.0 73.0 73.0 61.3 55.9 55.9 LOS by Move: E C C E- C C E E E E E+ E+ HCM2k95thQ: 7 35 35 4 32 32 4 14 14 20 10 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-57 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 1340 0 Lanes: 2 0 3 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 65 0 0 2 1071*** Loss Time (sec): 9 0 0 0 Critical V/C: 0.898 0 � Avg Crit Del (sec/veh): 22.3 0 0 Avg Delay (sec/veh): 19.0 LOS: 13- t* 3-t Lanes: 0 0 3 0 2 Final Vol: 0 2472*** 0 Sig nal=Permit/Rights=l gnore 0 0 0 0 2 692 Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 147 12 0 173 57 0 0 0 11 0 30 PasserByVol: 0 881 131 0 260 192 0 0 0 126 0 398 Initial Fut: 0 2472 549 0 1340 678 0 0 0 692 0 1071 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2472 0 0 1340 0 0 0 0 692 0 1071 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2472 0 0 1340 0 0 0 0 692 0 1071 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2472 0 0 1340 0 0 0 0 692 0 1071 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5700 3150 0 5700 3150 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.22 0.00 0.34 Crit Moves: **** **** Green Time: 0.0 31.4 0.0 0.0 31.4 0.0 0.0 0.0 0.0 24.6 0.0 24.6 Volume/Cap: 0.00 0.90 0.00 0.00 0.49 0.00 0.00 0.00 0.00 0.58 0.00 0.90 Delay/Veh: 0.0 19.7 0.0 0.0 11.5 0.0 0.0 0.0 0.0 16.8 0.0 28.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 19.7 0.0 0.0 11.5 0.0 0.0 0.0 0.0 16.8 0.0 28.3 LOS by Move: A B- A A B+ A A A A B A C HCM2k95thQ: 0 23 0 0 6 0 0 0 0 14 0 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-58 Loss Time (sec): 9 0 0 0 Critical V/C: 0.929 0 � Avg Crit Del (sec/veh): 24.7 0 0 Avg Delay (sec/veh): 21.7 LOS: C+ t Lanes: 0 0 3 0 2 Final Vol: 0 2622*** 0 Sig nal=Permit/Rights=l gnore 0 0 0 0 2 997 Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 297 173 0 357 57 0 0 0 316 0 30 PasserByVol: 0 881 131 0 260 192 0 0 0 126 0 398 Initial Fut: 0 2622 710 0 1524 678 0 0 0 997 0 1071 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2622 0 0 1524 0 0 0 0 997 0 1071 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2622 0 0 1524 0 0 0 0 997 0 1071 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2622 0 0 1524 0 0 0 0 997 0 1071 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5700 3150 0 5700 3150 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.46 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.32 0.00 0.34 Crit Moves: **** **** Green Time: 0.0 32.2 0.0 0.0 32.2 0.0 0.0 0.0 0.0 23.8 0.0 23.8 Volume/Cap: 0.00 0.93 0.00 0.00 0.54 0.00 0.00 0.00 0.00 0.86 0.00 0.93 Delay/Veh: 0.0 21.5 0.0 0.0 11.5 0.0 0.0 0.0 0.0 26.1 0.0 32.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 21.5 0.0 0.0 11.5 0.0 0.0 0.0 0.0 26.1 0.0 32.6 LOS by Move: A C+ A A B+ A A A A C A C- HCM2k95thQ: 0 26 0 0 7 0 0 0 0 26 0 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 1524 0 Lanes: 2 0 3 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 65 0 0 2 1071*** Loss Time (sec): 9 0 0 0 Critical V/C: 0.929 0 � Avg Crit Del (sec/veh): 24.7 0 0 Avg Delay (sec/veh): 21.7 LOS: C+ t Lanes: 0 0 3 0 2 Final Vol: 0 2622*** 0 Sig nal=Permit/Rights=l gnore 0 0 0 0 2 997 Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1444 406 0 907 429 0 0 0 555 0 643 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1444 406 0 907 429 0 0 0 555 0 643 Added Vol: 0 297 173 0 357 57 0 0 0 316 0 30 PasserByVol: 0 881 131 0 260 192 0 0 0 126 0 398 Initial Fut: 0 2622 710 0 1524 678 0 0 0 997 0 1071 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2622 0 0 1524 0 0 0 0 997 0 1071 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2622 0 0 1524 0 0 0 0 997 0 1071 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2622 0 0 1524 0 0 0 0 997 0 1071 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5700 3150 0 5700 3150 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.46 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.32 0.00 0.34 Crit Moves: **** **** Green Time: 0.0 32.2 0.0 0.0 32.2 0.0 0.0 0.0 0.0 23.8 0.0 23.8 Volume/Cap: 0.00 0.93 0.00 0.00 0.54 0.00 0.00 0.00 0.00 0.86 0.00 0.93 Delay/Veh: 0.0 21.5 0.0 0.0 11.5 0.0 0.0 0.0 0.0 26.1 0.0 32.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 21.5 0.0 0.0 11.5 0.0 0.0 0.0 0.0 26.1 0.0 32.6 LOS by Move: A C+ A A B+ A A A A C A C- HCM2k95thQ: 0 26 0 0 7 0 0 0 0 26 0 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-59 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1349 0 Lanes: 2 0 3 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 1268*** 2 0 0 0 Loss Time (sec): 9 0 0 1! Critical V/C: 0.702 0 0 0 Avg Crit Del (sec/veh): 15.0 0 767 2 Avg Delay (sec/veh): 14.1 0 0 LOS: B t Lanes: 0 0 3 0 2 Final Vol: 0 1725*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 131 7 0 106 77 28 0 17 0 0 0 PasserByVol: 0 453 96 0 216 172 567 0 341 0 0 0 Initial Fut: 0 1725 578 0 1349 643 1268 0 767 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1725 0 0 1349 0 1268 0 767 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1725 0 0 1349 0 1268 0 767 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1725 0 0 1349 0 1268 0 767 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.87 1.00 0.83 0.92 1.00 0.92 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 2.61 0.00 2.39 0.00 0.00 0.00 Final Sat.: 0 5700 3150 0 5700 3150 4310 0 3761 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.30 0.00 0.00 0.24 0.00 0.29 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 25.9 0.0 0.0 25.9 0.0 25.1 0.0 25.1 0.0 0.0 0.0 Volume/Cap: 0.00 0.70 0.00 0.00 0.55 0.00 0.70 0.00 0.49 0.00 0.00 0.00 Delay/Veh: 0.0 14.9 0.0 0.0 13.0 0.0 15.1 0.0 12.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 14.9 0.0 0.0 13.0 0.0 15.1 0.0 12.8 0.0 0.0 0.0 LOS by Move: A B A A B A B A B A A A HCM2k95thQ: 0 14 0 0 8 0 18 0 11 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-60 0 Loss Time (sec): 9 0 0 1! Critical V/C: 0.781 0 0 0 � Avg Crit Del (sec/veh): 16.4 � 0 1035 2 Avg Delay (sec/veh): 15.4 0 0 LOS: B t Lanes: 0 0 3 0 2 Final Vol: 0 2037*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 443 161 0 596 77 28 0 285 0 0 0 PasserByVol: 0 453 96 0 216 172 567 0 341 0 0 0 Initial Fut: 0 2037 732 0 1839 643 1268 0 1035 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2037 0 0 1839 0 1268 0 1035 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2037 0 0 1839 0 1268 0 1035 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2037 0 0 1839 0 1268 0 1035 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.85 1.00 0.84 0.92 1.00 0.92 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 2.55 0.00 2.45 0.00 0.00 0.00 Final Sat.: 0 5700 3150 0 5700 3150 4132 0 3912 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.00 0.00 0.32 0.00 0.31 0.00 0.26 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 27.4 0.0 0.0 27.4 0.0 23.6 0.0 23.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.78 0.00 0.00 0.71 0.00 0.78 0.00 0.67 0.00 0.00 0.00 Delay/Veh: 0.0 15.3 0.0 0.0 13.9 0.0 17.4 0.0 15.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 15.3 0.0 0.0 13.9 0.0 17.4 0.0 15.6 0.0 0.0 0.0 LOS by Move: A B A A B A B A B A A A HCM2k95thQ: 0 18 0 0 12 0 21 0 17 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1839 0 Lanes: 2 0 3 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 1268*** 2 0 0 0 Loss Time (sec): 9 0 0 1! Critical V/C: 0.781 0 0 0 � Avg Crit Del (sec/veh): 16.4 � 0 1035 2 Avg Delay (sec/veh): 15.4 0 0 LOS: B t Lanes: 0 0 3 0 2 Final Vol: 0 2037*** 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1141 475 0 1027 394 673 0 409 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1141 475 0 1027 394 673 0 409 0 0 0 Added Vol: 0 443 161 0 596 77 28 0 285 0 0 0 PasserByVol: 0 453 96 0 216 172 567 0 341 0 0 0 Initial Fut: 0 2037 732 0 1839 643 1268 0 1035 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2037 0 0 1839 0 1268 0 1035 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2037 0 0 1839 0 1268 0 1035 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2037 0 0 1839 0 1268 0 1035 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.85 1.00 0.84 0.92 1.00 0.92 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 2.55 0.00 2.45 0.00 0.00 0.00 Final Sat.: 0 5700 3150 0 5700 3150 4132 0 3912 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.00 0.00 0.32 0.00 0.31 0.00 0.26 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 27.4 0.0 0.0 27.4 0.0 23.6 0.0 23.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.78 0.00 0.00 0.71 0.00 0.78 0.00 0.67 0.00 0.00 0.00 Delay/Veh: 0.0 15.3 0.0 0.0 13.9 0.0 17.4 0.0 15.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 15.3 0.0 0.0 13.9 0.0 17.4 0.0 15.6 0.0 0.0 0.0 LOS by Move: A B A A B A B A B A A A HCM2k95thQ: 0 18 0 0 12 0 21 0 17 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-61 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 20 1314 489*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 100 18*** 1 2 181 Loss Time (sec): 12 0 0 5 1 Critical V/C: 0.630 0 4- 0 � Avg Crit Del (sec/veh): 27.4 � 1 0 1 Avg Delay (sec/veh): 24.2 1 69 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 16 1998*** 63 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 0 117 1 33 90 0 0 0 0 2 0 0 PasserByVol: 0 492 1 230 327 0 0 0 0 2 0 59 Initial Fut: 16 1998 63 489 1314 20 18 5 0 69 4 181 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 16 1998 63 489 1314 20 18 5 0 69 4 181 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1998 63 489 1314 20 18 5 0 69 4 181 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 16 1998 63 489 1314 20 18 5 0 69 4 181 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.90 0.10 2.00 3.00 1.00 1.00 1.00 1.00 1.89 0.11 2.00 Final Sat.: 1750 5429 171 3150 5700 1750 1750 1900 1750 3355 195 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.37 0.37 0.16 0.23 0.01 0.01 0.00 0.00 0.02 0.02 0.06 Crit Moves **** **** **** **** Green Time: 15.8 47.8 47.8 20.2 52.2 52.2 10.0 10.0 0.0 10.0 10.0 10.0 Volume/Cap: 0.06 0.77 0.77 0.77 0.44 0.02 0.10 0.03 0.00 0.21 0.21 0.57 Delay/Veh: 35.8 22.9 22.9 43.4 15.0 11.6 41.2 40.7 0.0 41.6 41.6 45.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.8 22.9 22.9 43.4 15.0 11.6 41.2 40.7 0.0 41.6 41.6 45.6 LOS by Move: D+ C+ C+ D B B+ D D A D D D HCM2k95thQ: 1 33 33 17 15 1 1 0 0 2 2 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-62 Loss Time (sec): 12 0 0 20 1 Critical V/C: 0.917 0 40 0 � Avg Crit Del (sec/veh): 47.5 � 1 30 1 Avg Delay (sec/veh): 38.7 1 163*** LOS: D+ Lanes: 1 0 2 1 0 Final Vol: 82 2144*** 125 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 66 263 63 243 121 75 196 15 30 96 36 45 PasserByVol: 0 492 1 230 327 0 0 0 0 2 0 59 Initial Fut: 82 2144 125 699 1345 95 214 20 30 163 40 226 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 2144 125 699 1345 95 214 20 30 163 40 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 2144 125 699 1345 95 214 20 30 163 40 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 2144 125 699 1345 95 214 20 30 163 40 226 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.83 0.17 2.00 3.00 1.00 1.00 1.00 1.00 1.61 0.39 2.00 Final Sat.: 1750 5291 308 3150 5700 1750 1750 1900 1750 2850 699 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.41 0.22 0.24 0.05 0.12 0.01 0.02 0.06 0.06 0.07 Crit Moves **** **** **** **** Green Time: 14.9 42.2 42.2 23.1 50.3 50.3 12.7 12.7 12.7 10.0 10.0 10.0 Volume/Cap: 0.31 0.96 0.96 0.96 0.47 0.11 0.96 0.08 0.13 0.57 0.57 0.72 Delay/Veh: 38.7 38.9 38.9 62.0 16.3 13.1 92.5 38.6 39.0 45.2 45.2 51.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.7 38.9 38.9 62.0 16.3 13.1 92.5 38.6 39.0 45.2 45.2 51.4 LOS by Move: D+ D+ D+ E B B F D+ D D D D- HCM2k95thQ: 5 47 47 27 16 3 20 1 2 6 6 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 95 1345 699*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 100 214*** 1 2 226 Loss Time (sec): 12 0 0 20 1 Critical V/C: 0.917 0 40 0 � Avg Crit Del (sec/veh): 47.5 � 1 30 1 Avg Delay (sec/veh): 38.7 1 163*** LOS: D+ Lanes: 1 0 2 1 0 Final Vol: 82 2144*** 125 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 66 263 63 243 121 75 196 15 30 96 36 45 PasserByVol: 0 492 1 230 327 0 0 0 0 2 0 59 Initial Fut: 82 2144 125 699 1345 95 214 20 30 163 40 226 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 2144 125 699 1345 95 214 20 30 163 40 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 2144 125 699 1345 95 214 20 30 163 40 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 2144 125 699 1345 95 214 20 30 163 40 226 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.83 0.17 2.00 3.00 1.00 1.00 1.00 1.00 1.61 0.39 2.00 Final Sat.: 1750 5291 308 3150 5700 1750 1750 1900 1750 2850 699 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.41 0.22 0.24 0.05 0.12 0.01 0.02 0.06 0.06 0.07 Crit Moves **** **** **** **** Green Time: 14.9 42.2 42.2 23.1 50.3 50.3 12.7 12.7 12.7 10.0 10.0 10.0 Volume/Cap: 0.31 0.96 0.96 0.96 0.47 0.11 0.96 0.08 0.13 0.57 0.57 0.72 Delay/Veh: 38.7 38.9 38.9 62.0 16.3 13.1 92.5 38.6 39.0 45.2 45.2 51.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.7 38.9 38.9 62.0 16.3 13.1 92.5 38.6 39.0 45.2 45.2 51.4 LOS by Move: D+ D+ D+ E B B F D+ D D D D- HCM2k95thQ: 5 47 47 27 16 3 20 1 2 6 6 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-63 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 1 0 2 0 527*** 2 0 n/a 635 2 Cycle Time (sec): 0 90 1 12 Signal=Protect/Ri ghts=l ncl ude 668*** 409 272 1 0 2 0 1 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 125 Loss Time (sec): 12 Critical V/C: 1.081 Avg Crit Del (sec/veh): 105.8 Avg Delay (sec/veh): 71.1 LOS: E t Lanes: 1 0 2 1 0 Final Vol: 216*** 1180 123 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 1 350 0 2 1158*** 0 2 91 Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 189 894 83 179 272 475 376 450 82 73 947 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 894 83 179 272 475 376 450 82 73 947 173 Added Vol: 27 77 30 18 40 34 31 82 8 9 167 10 PasserByVol: 0 209 10 75 97 159 120 103 0 9 44 167 Initial Fut: 216 1180 123 272 409 668 527 635 90 91 1158 350 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 216 1180 123 272 409 668 527 635 90 91 1158 350 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1180 123 272 409 668 527 635 90 91 1158 350 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 216 1180 123 272 409 668 527 635 90 91 1158 350 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.71 0.29 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5071 529 1750 3800 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.23 0.23 0.16 0.11 0.38 0.17 0.17 0.05 0.03 0.30 0.20 Crit Moves: **** **** **** **** Green Time: 14.3 35.0 35.0 23.4 44.1 44.1 19.3 40.9 40.9 13.7 35.2 35.2 Volume/Cap: 1.08 0.83 0.83 0.83 0.30 1.08 1.08 0.51 0.16 0.26 1.08 0.71 Delay/Veh: 142.2 46.1 46.1 65.1 29.4 100.5 117.2 34.3 30.0 51.4 97.0 45.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 142.2 46.1 46.1 65.1 29.4 100.5 117.2 34.3 30.0 51.4 97.0 45.0 LOS by Move: F D D E C F F C- C D- F D HCM2k95thQ: 22 28 28 23 9 61 29 14 4 4 47 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Page 2-64 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 1 0 2 0 653*** 2 0 n/a 663 2 Cycle Time (sec): 0 92 1 12 Signal=Protect/Ri ghts=l ncl ude 727*** 433 336 1 0 2 0 1 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 125 Loss Time (sec): 12 Critical V/C: 1.195 Avg Crit Del (sec/veh): 149.4 Avg Delay (sec/veh): 96.8 LOS: F t Lanes: 1 0 2 1 0 Final Vol: 233*** 1238 123 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 1 440 0 2 1232*** 0 2 91 Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 189 894 83 179 272 475 376 450 82 73 947 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 189 894 83 179 272 475 376 450 82 73 947 173 Added Vol: 44 135 30 82 64 93 157 110 10 9 241 100 PasserByVol: 0 209 10 75 97 159 120 103 0 9 44 167 Initial Fut: 233 1238 123 336 433 727 653 663 92 91 1232 440 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 1238 123 336 433 727 653 663 92 91 1232 440 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 1238 123 336 433 727 653 663 92 91 1232 440 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 1238 123 336 433 727 653 663 92 91 1232 440 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.72 0.28 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5093 506 1750 3800 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.24 0.24 0.19 0.11 0.42 0.21 0.17 0.05 0.03 0.32 0.25 Crit Moves: **** **** **** **** Green Time: 13.9 32.1 32.1 25.3 43.5 43.5 21.7 42.1 42.1 13.5 33.9 33.9 Volume/Cap: 1.19 0.95 0.95 0.95 0.33 1.19 1.19 0.52 0.16 0.27 1.19 0.93 Delay/Veh: 182.3 58.9 58.9 83.5 30.2 143.9 156.2 33.7 29.1 51.6 143 68.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 182.3 58.9 58.9 83.5 30.2 143.9 156.2 33.7 29.1 51.6 143 68.6 LOS by Move: F E+ E+ F C F F C- C D- F E HCM2k95thQ: 27 33 33 31 10 74 39 15 4 4 57 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-65 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 10 555 83 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 75 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 1 0 7.1 0 A 7 1! 0 0 1 0 42 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 10 555 83 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 75 Loss Time (sec): 6 Critical V/C: 0.602 Avg Crit Del (sec/veh): 8.3 Avg Delay (sec/veh): 7.1 LOS: A t 1 0 1 1 0 2 1570*** 42 Sig nal=Permit/Rights=l ncl u d e Signal=Permit Rights=Include Lanes: Final Vol: 0 158 0 1 1 *** 0 0 48 Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 2 1263 42 83 414 10 1 7 1 48 1 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 1263 42 83 414 10 1 7 1 48 1 158 Added Vol: 0 133 0 0 57 0 0 0 0 0 0 0 PasserByVol: 0 174 0 0 84 0 0 0 0 0 0 0 Initial Fut: 2 1570 42 83 555 10 1 7 1 48 1 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 1570 42 83 555 10 1 7 1 48 1 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1570 42 83 555 10 1 7 1 48 1 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 1570 42 83 555 10 1 7 1 48 1 158 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.95 0.05 1.00 1.96 0.04 0.11 0.78 0.11 0.23 0.01 0.76 Final Sat.: 1750 3604 96 1750 3634 65 194 1361 194 406 8 1336 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.44 0.05 0.15 0.15 0.01 0.01 0.01 0.12 0.12 0.12 Crit Moves: **** **** Green Time: 54.3 54.3 54.3 54.3 54.3 54.3 14.7 14.7 14.7 14.7 14.7 14.7 Volume/Cap: 0.00 0.60 0.60 0.07 0.21 0.21 0.03 0.03 0.03 0.60 0.60 0.60 Delay/Veh: 2.9 5.5 5.5 3.0 3.4 3.4 24.4 24.4 24.4 30.5 30.5 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 2.9 5.5 5.5 3.0 3.4 3.4 24.4 24.4 24.4 30.5 30.5 30.5 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 17 17 1 4 4 0 0 0 11 11 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-66 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 10 581 83 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 75 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 1 0 7.0 0 A 7 1! 0 0 1 0 42 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 10 581 83 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 75 Loss Time (sec): 6 Critical V/C: 0.624 Avg Crit Del (sec/veh): 8.3 Avg Delay (sec/veh): 7.0 LOS: A t 1 0 1 1 0 2 1645*** 42 Sig nal=Permit/Rights=l ncl u d e Signal=Permit Rights=Include Lanes: Final Vol: 0 158 0 1 1 *** 0 0 48 Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 2 1263 42 83 414 10 1 7 1 48 1 158 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 1263 42 83 414 10 1 7 1 48 1 158 Added Vol: 0 208 0 0 83 0 0 0 0 0 0 0 PasserByVol: 0 174 0 0 84 0 0 0 0 0 0 0 Initial Fut: 2 1645 42 83 581 10 1 7 1 48 1 158 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 1645 42 83 581 10 1 7 1 48 1 158 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1645 42 83 581 10 1 7 1 48 1 158 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2 1645 42 83 581 10 1 7 1 48 1 158 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.95 0.05 1.00 1.97 0.03 0.11 0.78 0.11 0.23 0.01 0.76 Final Sat.: 1750 3608 92 1750 3637 63 194 1361 194 406 8 1336 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.46 0.46 0.05 0.16 0.16 0.01 0.01 0.01 0.12 0.12 0.12 Crit Moves: **** **** Green Time: 54.8 54.8 54.8 54.8 54.8 54.8 14.2 14.2 14.2 14.2 14.2 14.2 Volume/Cap: 0.00 0.62 0.62 0.06 0.22 0.22 0.03 0.03 0.03 0.62 0.62 0.62 Delay/Veh: 2.7 5.5 5.5 2.9 3.3 3.3 24.8 24.8 24.8 31.6 31.6 31.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 2.7 5.5 5.5 2.9 3.3 3.3 24.8 24.8 24.8 31.6 31.6 31.6 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 18 18 1 5 5 0 0 0 11 11 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-67 Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Lanes: Final Vol: Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Sig nal=Permit/Rights=l ncl u d e 15 508 47 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 8 0 5.2 1 A 5 0 0 0 6 1 131 Lanes: Final Vol: Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Sig nal=Permit/Rights=l ncl u d e 15 508 47 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: 0.548 Avg Crit Del (sec/veh): 5.1 Avg Delay (sec/veh): 5.2 LOS: A t 1 0 1 1 0 12 1493*** 131 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 1 108*** 0 0 6 1 0 69 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1213 131 47 379 15 8 5 6 69 6 108 Added Vol: 0 133 0 0 57 0 0 0 0 0 0 0 PasserByVol: 0 147 0 0 72 0 0 0 0 0 0 0 Initial Fut: 12 1493 131 47 508 15 8 5 6 69 6 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 1493 131 47 508 15 8 5 6 69 6 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 1493 131 47 508 15 8 5 6 69 6 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 1493 131 47 508 15 8 5 6 69 6 108 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.83 0.17 1.00 1.94 0.06 0.62 0.38 1.00 0.92 0.08 1.00 Final Sat.: 1750 3401 298 1750 3594 106 1108 692 1750 1656 144 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.44 0.44 0.03 0.14 0.14 0.01 0.01 0.00 0.04 0.04 0.06 Crit Moves: **** **** Green Time: 54.0 54.0 54.0 54.0 54.0 54.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.57 0.57 0.03 0.18 0.18 0.05 0.05 0.02 0.29 0.29 0.43 Delay/Veh: 1.8 3.5 3.5 1.9 2.2 2.2 26.0 26.0 25.8 27.5 27.5 28.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.8 3.5 3.5 1.9 2.2 2.2 26.0 26.0 25.8 27.5 27.5 28.6 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 14 14 1 3 3 1 1 0 4 4 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-68 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 15 529 52 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 8 0 5.4 1 A 5 0 0 0 6 1 131 Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 15 529 52 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 70 Loss Time (sec): 6 Critical V/C: 0.573 Avg Crit Del (sec/veh): 5.3 Avg Delay (sec/veh): 5.4 LOS: A t 1 0 1 1 0 12 1559*** 131 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 1 117*** 0 0 6 1 0 69 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 12 1213 131 47 379 15 8 5 6 69 6 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1213 131 47 379 15 8 5 6 69 6 108 Added Vol: 0 199 0 5 78 0 0 0 0 0 0 9 PasserByVol: 0 147 0 0 72 0 0 0 0 0 0 0 Initial Fut: 12 1559 131 52 529 15 8 5 6 69 6 117 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 1559 131 52 529 15 8 5 6 69 6 117 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 1559 131 52 529 15 8 5 6 69 6 117 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 1559 131 52 529 15 8 5 6 69 6 117 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.84 0.16 1.00 1.94 0.06 0.62 0.38 1.00 0.92 0.08 1.00 Final Sat.: 1750 3413 287 1750 3598 102 1108 692 1750 1656 144 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.46 0.46 0.03 0.15 0.15 0.01 0.01 0.00 0.04 0.04 0.07 Crit Moves: **** **** Green Time: 54.0 54.0 54.0 54.0 54.0 54.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.59 0.59 0.04 0.19 0.19 0.05 0.05 0.02 0.29 0.29 0.47 Delay/Veh: 1.8 3.7 3.7 1.9 2.2 2.2 26.0 26.0 25.8 27.5 27.5 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.8 3.7 3.7 1.9 2.2 2.2 26.0 26.0 25.8 27.5 27.5 28.9 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 14 14 1 3 3 1 1 0 4 4 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-69 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 158 279 106*** Lanes: 1 0 1 0 4 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 201*** 1 0 347 Loss Time (sec): 12 0 1 505 1 Critical V/C: 0.758 1 771*** 1 Avg Crit Del (sec/veh): 42.0 0 73 0 Avg Delay (sec/veh): 39.5 1 62 LOS: D t Lanes: 1 0 2 0 1 Final Vol: 155 891*** 247 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 155 652 222 103 169 157 193 500 73 54 739 345 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 652 222 103 169 157 193 500 73 54 739 345 Added Vol: 0 133 25 0 57 0 0 5 0 8 32 0 PasserByVol: 0 106 0 3 53 1 8 0 0 0 0 2 Initial Fut: 155 891 247 106 279 158 201 505 73 62 771 347 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 891 247 106 279 158 201 505 73 62 771 347 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 891 247 106 279 158 201 505 73 62 771 347 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 891 247 106 279 158 201 505 73 62 771 347 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.74 0.26 1.00 1.36 0.64 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3232 467 1750 2551 1148 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.23 0.14 0.03 0.15 0.09 0.11 0.16 0.16 0.04 0.30 0.30 Crit Moves **** **** **** **** Green Time: 17.0 38.1 56.0 7.0 28.2 28.2 18.7 50.0 50.0 17.9 49.2 49.2 Volume/Cap: 0.65 0.77 0.31 0.60 0.65 0.40 0.77 0.39 0.39 0.25 0.77 0.77 Delay/Veh: 57.5 42.6 22.4 63.3 47.5 41.9 64.0 26.9 26.9 48.1 35.5 35.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 57.5 42.6 22.4 63.3 47.5 41.9 64.0 26.9 26.9 48.1 35.5 35.5 LOS by Move: E+ D C+ E D D E C C D D+ D+ HCM2k95thQ: 11 25 12 5 18 11 16 15 15 4 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-70 Loss Time (sec): 12 0 1 505 1 Critical V/C: 0.784 1 771*** 1 Avg Crit Del (sec/veh): 43.3 0 73 0 Avg Delay (sec/veh): 40.5 1 62 LOS: D t Lanes: 1 0 2 0 1 Final Vol: 155 911*** 247 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 155 652 222 103 169 157 193 500 73 54 739 345 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 652 222 103 169 157 193 500 73 54 739 345 Added Vol: 0 153 25 10 65 2 8 5 0 8 32 38 PasserByVol: 0 106 0 3 53 1 8 0 0 0 0 2 Initial Fut: 155 911 247 116 287 160 209 505 73 62 771 385 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 911 247 116 287 160 209 505 73 62 771 385 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 911 247 116 287 160 209 505 73 62 771 385 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 911 247 116 287 160 209 505 73 62 771 385 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.74 0.26 1.00 1.32 0.68 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3232 467 1750 2467 1232 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.24 0.14 0.04 0.15 0.09 0.12 0.16 0.16 0.04 0.31 0.31 Crit Moves **** **** **** **** Green Time: 16.6 37.8 55.8 7.0 28.3 28.3 18.8 50.2 50.2 18.0 49.3 49.3 Volume/Cap: 0.67 0.79 0.32 0.66 0.67 0.40 0.79 0.39 0.39 0.25 0.79 0.79 Delay/Veh: 58.9 43.8 22.5 66.6 48.1 41.9 66.2 26.7 26.7 48.0 36.4 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 58.9 43.8 22.5 66.6 48.1 41.9 66.2 26.7 26.7 48.0 36.4 36.4 LOS by Move: E+ D C+ E D D E C C D D+ D+ HCM2k95thQ: 11 26 12 6 19 11 17 15 15 4 35 35 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 160 287 116*** Lanes: 1 0 1 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 209*** 1 0 385 Loss Time (sec): 12 0 1 505 1 Critical V/C: 0.784 1 771*** 1 Avg Crit Del (sec/veh): 43.3 0 73 0 Avg Delay (sec/veh): 40.5 1 62 LOS: D t Lanes: 1 0 2 0 1 Final Vol: 155 911*** 247 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 155 652 222 103 169 157 193 500 73 54 739 345 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 155 652 222 103 169 157 193 500 73 54 739 345 Added Vol: 0 153 25 10 65 2 8 5 0 8 32 38 PasserByVol: 0 106 0 3 53 1 8 0 0 0 0 2 Initial Fut: 155 911 247 116 287 160 209 505 73 62 771 385 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 155 911 247 116 287 160 209 505 73 62 771 385 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 911 247 116 287 160 209 505 73 62 771 385 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 155 911 247 116 287 160 209 505 73 62 771 385 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.74 0.26 1.00 1.32 0.68 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3232 467 1750 2467 1232 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.24 0.14 0.04 0.15 0.09 0.12 0.16 0.16 0.04 0.31 0.31 Crit Moves **** **** **** **** Green Time: 16.6 37.8 55.8 7.0 28.3 28.3 18.8 50.2 50.2 18.0 49.3 49.3 Volume/Cap: 0.67 0.79 0.32 0.66 0.67 0.40 0.79 0.39 0.39 0.25 0.79 0.79 Delay/Veh: 58.9 43.8 22.5 66.6 48.1 41.9 66.2 26.7 26.7 48.0 36.4 36.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 58.9 43.8 22.5 66.6 48.1 41.9 66.2 26.7 26.7 48.0 36.4 36.4 LOS by Move: E+ D C+ E D D E C C D D+ D+ HCM2k95thQ: 11 26 12 6 19 11 17 15 15 4 35 35 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-71 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #36: Miller Avenue / Rainbow Drive Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 1 0 1 0 144*** 1 0 n/a 309 1 Cycle Time (sec): 0 1 104 56 1 Signal=Protect/Ri ghts=l ncl ude 23 314 39- 1 0 1 0 1 Vol Cnt Date: n/a Signal=Protect Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 1 104 Loss Time (sec): 12 0 Critical V/C: 0.781 1 238*** Avg Crit Del (sec/veh): 42.2 0 Avg Delay (sec/veh): 38.6 1 96 LOS: D+ -4) *t t t Lanes: 1 0 1 0 1 Final Vol: 48 750*** 79 Signal=Protect/Ri ghts=l ncl ude Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 48 510 79 39 210 23 144 249 56 96 193 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 510 79 39 210 23 144 249 56 96 193 104 Added Vol: 0 159 0 0 65 0 0 0 0 0 0 0 PasserByVol: 0 81 0 0 39 0 0 60 0 0 45 0 Initial Fut: 48 750 79 39 314 23 144 309 56 96 238 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 750 79 39 314 23 144 309 56 96 238 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 750 79 39 314 23 144 309 56 96 238 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 750 79 39 314 23 144 309 56 96 238 104 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.39 0.05 0.02 0.17 0.01 0.08 0.16 0.03 0.05 0.13 0.06 Crit Moves **** **** **** **** Green Time: 12.8 24.0 24.0 7.0 18.2 18.2 7.0 10.0 10.0 7.0 10.0 10.0 Volume/Cap: 0.13 0.99 0.11 0.19 0.54 0.04 0.71 0.98 0.19 0.47 0.75 0.36 Delay/Veh: 19.3 47.1 11.4 24.4 18.5 14.8 36.2 68.7 21.8 26.5 33.5 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 19.3 47.1 11.4 24.4 18.5 14.8 36.2 68.7 21.8 26.5 33.5 22.9 LOS by Move: B- D B+ C B- B D+ E C+ C C- C+ HCM2k95thQ: 2 31 2 1 9 1 9 20 2 5 12 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-72 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #36: Miller Avenue / Rainbow Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 23 322 39*** Lanes: 1 0 4 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 60 144*** 1 1 104 Loss Time (sec): 12 0 0 309 1 Critical V/C: 0.793 1 238*** 0 � Avg Crit Del (sec/veh): 46.5 � 0 56 1 Avg Delay (sec/veh): 40.8 1 96 LOS: D t Lanes: 1 0 1 0 1 Final Vol: 48 769*** 79 Signal=Protect/Ri ghts=l ncl ude Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 48 510 79 39 210 23 144 249 56 96 193 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 48 510 79 39 210 23 144 249 56 96 193 104 Added Vol: 0 178 0 0 73 0 0 0 0 0 0 0 PasserByVol: 0 81 0 0 39 0 0 60 0 0 45 0 Initial Fut: 48 769 79 39 322 23 144 309 56 96 238 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 769 79 39 322 23 144 309 56 96 238 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 769 79 39 322 23 144 309 56 96 238 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 48 769 79 39 322 23 144 309 56 96 238 104 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.40 0.05 0.02 0.17 0.01 0.08 0.16 0.03 0.05 0.13 0.06 Crit Moves **** **** **** **** Green Time: 12.6 24.0 24.0 7.0 18.4 18.4 7.0 10.0 10.0 7.0 10.0 10.0 Volume/Cap: 0.13 1.01 0.11 0.19 0.55 0.04 0.71 0.98 0.19 0.47 0.75 0.36 Delay/Veh: 19.4 53.6 11.4 24.4 18.6 14.7 36.2 68.7 21.8 26.5 33.5 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 19.4 53.6 11.4 24.4 18.6 14.7 36.2 68.7 21.8 26.5 33.5 22.9 LOS by Move: B- D- B+ C B- B D+ E C+ C C- C+ HCM2k95thQ: 2 34 2 1 9 1 9 20 2 5 12 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-73 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #37: Finch Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l nd u d e Final Vol: 70*** 0 96 Lanes: 1 0 4 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 110 80 1 0 70 Loss Time (sec): 12 0 1 922*** 2 Critical V/C: 0.614 2 1387 0 Avg Crit Del (sec/veh): 33.6 0 194 1 Avg Delay (sec/veh): 28.3 1 231*** LOS: C Lanes: 1 0 0 0 1 Final Vol: 232*** 0 198 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 232 0 198 86 0 65 78 664 194 229 1029 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 0 198 86 0 65 78 664 194 229 1029 67 Added Vol: 0 0 0 0 0 0 0 130 0 0 186 0 PasserByVol: 0 0 0 10 0 5 2 128 0 2 172 3 Initial Fut: 232 0 198 96 0 70 80 922 194 231 1387 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 0 198 96 0 70 80 922 194 231 1387 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 0 198 96 0 70 80 922 194 231 1387 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 0 198 96 0 70 80 922 194 231 1387 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.85 0.15 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5331 269 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.00 0.11 0.03 0.00 0.04 0.05 0.24 0.11 0.13 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 23.7 0.0 47.4 7.2 0.0 7.2 17.4 43.5 43.5 23.6 49.7 49.7 Volume/Cap: 0.61 0.00 0.26 0.47 0.00 0.61 0.29 0.61 0.28 0.61 0.58 0.58 Delay/Veh: 42.0 0.0 20.3 51.3 0.0 59.7 41.5 27.3 22.9 42.1 22.7 22.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 42.0 0.0 20.3 51.3 0.0 59.7 41.5 27.3 22.9 42.1 22.7 22.7 LOS by Move: D A C+ D- A E+ D C C+ D C+ C+ HCM2k95thQ: 16 0 9 5 0 7 5 22 9 14 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Page 2-74 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #37: Finch Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l nd u d e 70*** 0 96 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 110 Loss Time (sec): 12 Critical V/C: 0.641 Avg Crit Del (sec/veh): 33.3 Avg Delay (sec/veh): 27.8 LOS: C t 1 0 0 0 1 232*** 0 198 Signal=Spl it/Rights=Oved ap Signal=Protect Rights=lndude Lanes: Final Vol: 0 70 1 2 1551 0 1 231 *** Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 232 0 198 86 0 65 78 664 194 229 1029 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 0 198 86 0 65 78 664 194 229 1029 67 Added Vol: 0 0 0 0 0 0 0 221 0 0 350 0 PasserByVol: 0 0 0 10 0 5 2 128 0 2 172 3 Initial Fut: 232 0 198 96 0 70 80 1013 194 231 1551 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 0 198 96 0 70 80 1013 194 231 1551 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 0 198 96 0 70 80 1013 194 231 1551 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 0 198 96 0 70 80 1013 194 231 1551 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.87 0.13 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5358 242 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.00 0.11 0.03 0.00 0.04 0.05 0.27 0.11 0.13 0.29 0.29 Crit Moves: **** **** **** **** Green Time: 22.7 0.0 45.4 6.9 0.0 6.9 16.3 45.7 45.7 22.6 52.0 52.0 Volume/Cap: 0.64 0.00 0.27 0.49 0.00 0.64 0.31 0.64 0.27 0.64 0.61 0.61 Delay/Veh: 43.8 0.0 21.6 51.8 0.0 62.6 42.5 26.5 21.3 43.8 21.9 21.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 43.8 0.0 21.6 51.8 0.0 62.6 42.5 26.5 21.3 43.8 21.9 21.9 LOS by Move: D A C+ D- A E D C C+ D C+ C+ HCM2k95thQ: 16 0 9 5 0 7 5 24 9 14 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 80 1 0 1013*** 2 0 194 1 Lanes: Final Vol: Signal=Spl it/Rights=l nd u d e 70*** 0 96 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 110 Loss Time (sec): 12 Critical V/C: 0.641 Avg Crit Del (sec/veh): 33.3 Avg Delay (sec/veh): 27.8 LOS: C t 1 0 0 0 1 232*** 0 198 Signal=Spl it/Rights=Oved ap Signal=Protect Rights=lndude Lanes: Final Vol: 0 70 1 2 1551 0 1 231 *** Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 232 0 198 86 0 65 78 664 194 229 1029 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 0 198 86 0 65 78 664 194 229 1029 67 Added Vol: 0 0 0 0 0 0 0 221 0 0 350 0 PasserByVol: 0 0 0 10 0 5 2 128 0 2 172 3 Initial Fut: 232 0 198 96 0 70 80 1013 194 231 1551 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 0 198 96 0 70 80 1013 194 231 1551 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 0 198 96 0 70 80 1013 194 231 1551 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 0 198 96 0 70 80 1013 194 231 1551 70 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.87 0.13 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5358 242 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.00 0.11 0.03 0.00 0.04 0.05 0.27 0.11 0.13 0.29 0.29 Crit Moves: **** **** **** **** Green Time: 22.7 0.0 45.4 6.9 0.0 6.9 16.3 45.7 45.7 22.6 52.0 52.0 Volume/Cap: 0.64 0.00 0.27 0.49 0.00 0.64 0.31 0.64 0.27 0.64 0.61 0.61 Delay/Veh: 43.8 0.0 21.6 51.8 0.0 62.6 42.5 26.5 21.3 43.8 21.9 21.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 43.8 0.0 21.6 51.8 0.0 62.6 42.5 26.5 21.3 43.8 21.9 21.9 LOS by Move: D A C+ D- A E D C C+ D C+ C+ HCM2k95thQ: 16 0 9 5 0 7 5 24 9 14 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-75 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 54 64*** 64 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 135 Loss Time (sec): 12 Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 39.5 11 *** 1 Avg Delay (sec/veh): 0 885 2 D 0 399 1 0 Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 54 64*** 64 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 135 Loss Time (sec): 12 Signal=Protect Rights=Include Lanes: Final Vol: 0 27 1 1 1104*** 0 1 176 Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 1 0 0 0 0 123 0 1 106 0 PasserByVol: 100 25 10 1 10 4 1 50 160 44 56 2 Initial Fut: 270 83 95 64 64 54 11 885 399 176 1104 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 83 95 64 64 54 11 885 399 176 1104 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 83 95 64 64 54 11 885 399 176 1104 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 83 95 64 64 54 11 885 399 176 1104 27 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.76 0.24 1.00 0.35 0.35 0.30 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1377 423 1750 615 615 519 1750 3800 1750 1750 3612 88 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.05 0.10 0.10 0.10 0.01 0.23 0.23 0.10 0.31 0.31 Crit Moves **** **** **** **** Green Time: 37.6 37.6 57.3 19.9 19.9 19.9 7.0 45.8 45.8 19.8 58.5 58.5 Volume/Cap: 0.71 0.71 0.13 0.71 0.71 0.71 0.12 0.69 0.67 0.69 0.71 0.71 Delay/Veh: 48.3 48.3 23.7 63.3 63.3 63.3 61.7 40.0 41.2 62.3 32.6 32.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.3 48.3 23.7 63.3 63.3 63.3 61.7 40.0 41.2 62.3 32.6 32.6 LOS by Move: D D C E E E E D D E C- C- HCM2k95thQ: 24 24 5 17 17 17 1 27 26 13 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Critical V/C: 0.672 Avg Crit Del (sec/veh): 39.5 Avg Delay (sec/veh): 40.6 LOS: D 0 1 0 0 1 270 83*** 95 Signal=Spl it/Rights=Oved ap Signal=Protect Rights=Include Lanes: Final Vol: 0 27 1 1 1104*** 0 1 176 Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 1 0 0 0 0 123 0 1 106 0 PasserByVol: 100 25 10 1 10 4 1 50 160 44 56 2 Initial Fut: 270 83 95 64 64 54 11 885 399 176 1104 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 83 95 64 64 54 11 885 399 176 1104 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 83 95 64 64 54 11 885 399 176 1104 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 83 95 64 64 54 11 885 399 176 1104 27 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.76 0.24 1.00 0.35 0.35 0.30 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1377 423 1750 615 615 519 1750 3800 1750 1750 3612 88 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.05 0.10 0.10 0.10 0.01 0.23 0.23 0.10 0.31 0.31 Crit Moves **** **** **** **** Green Time: 37.6 37.6 57.3 19.9 19.9 19.9 7.0 45.8 45.8 19.8 58.5 58.5 Volume/Cap: 0.71 0.71 0.13 0.71 0.71 0.71 0.12 0.69 0.67 0.69 0.71 0.71 Delay/Veh: 48.3 48.3 23.7 63.3 63.3 63.3 61.7 40.0 41.2 62.3 32.6 32.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.3 48.3 23.7 63.3 63.3 63.3 61.7 40.0 41.2 62.3 32.6 32.6 LOS by Move: D D C E E E E D D E C- C- HCM2k95thQ: 24 24 5 17 17 17 1 27 26 13 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-76 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 54 64*** 64 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.681 Avg Crit Del (sec/veh): 39.5 Avg Delay (sec/veh): 41.2 LOS: D 0 1 0 0 1 270 83*** 108 Signal=Spl it/Rights=Oved ap Signal=Protect Rights=Include Lanes: Final Vol: 0 27 1 1 1135*** 0 1 197 Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 14 0 0 0 0 144 0 22 137 0 PasserByVol: 100 25 10 1 10 4 1 50 160 44 56 2 Initial Fut: 270 83 108 64 64 54 11 906 399 197 1135 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 83 108 64 64 54 11 906 399 197 1135 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 83 108 64 64 54 11 906 399 197 1135 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 83 108 64 64 54 11 906 399 197 1135 27 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.76 0.24 1.00 0.35 0.35 0.30 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1377 423 1750 615 615 519 1750 3800 1750 1750 3614 86 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.06 0.10 0.10 0.10 0.01 0.24 0.23 0.11 0.31 0.31 Crit Moves **** **** **** **** Green Time: 37.0 37.0 58.3 19.6 19.6 19.6 7.0 45.0 45.0 21.3 59.3 59.3 Volume/Cap: 0.71 0.71 0.14 0.71 0.71 0.71 0.12 0.71 0.68 0.71 0.71 0.71 Delay/Veh: 49.1 49.1 23.3 64.3 64.3 64.3 61.7 41.3 42.2 62.6 32.5 32.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 49.1 49.1 23.3 64.3 64.3 64.3 61.7 41.3 42.2 62.6 32.5 32.5 LOS by Move: D D C E E E E D D E C- C- HCM2k95thQ: 24 24 6 17 17 17 1 28 26 15 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 11 *** 1 0 906 2 0 399 1 Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 54 64*** 64 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.681 Avg Crit Del (sec/veh): 39.5 Avg Delay (sec/veh): 41.2 LOS: D 0 1 0 0 1 270 83*** 108 Signal=Spl it/Rights=Oved ap Signal=Protect Rights=Include Lanes: Final Vol: 0 27 1 1 1135*** 0 1 197 Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 14 0 0 0 0 144 0 22 137 0 PasserByVol: 100 25 10 1 10 4 1 50 160 44 56 2 Initial Fut: 270 83 108 64 64 54 11 906 399 197 1135 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 83 108 64 64 54 11 906 399 197 1135 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 83 108 64 64 54 11 906 399 197 1135 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 83 108 64 64 54 11 906 399 197 1135 27 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.76 0.24 1.00 0.35 0.35 0.30 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1377 423 1750 615 615 519 1750 3800 1750 1750 3614 86 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.06 0.10 0.10 0.10 0.01 0.24 0.23 0.11 0.31 0.31 Crit Moves **** **** **** **** Green Time: 37.0 37.0 58.3 19.6 19.6 19.6 7.0 45.0 45.0 21.3 59.3 59.3 Volume/Cap: 0.71 0.71 0.14 0.71 0.71 0.71 0.12 0.71 0.68 0.71 0.71 0.71 Delay/Veh: 49.1 49.1 23.3 64.3 64.3 64.3 61.7 41.3 42.2 62.6 32.5 32.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 49.1 49.1 23.3 64.3 64.3 64.3 61.7 41.3 42.2 62.6 32.5 32.5 LOS by Move: D D C E E E E D D E C- C- HCM2k95thQ: 24 24 6 17 17 17 1 28 26 15 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-77 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #39: Tantau Avenue / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 0 485- 86 Lanes: 0 0 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 0 0 1 266 Loss Time (sec): 9 0 0 0 Critical V/C: 0.554 0 Avg Crit Del (sec/veh): 23.3 0 0 Avg Delay (sec/veh): 23.0 LOS: C Lanes: 0 0 1 0 1 Final Vol: 0*"* 363 221 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 447`*` Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 212 186 85 273 0 0 0 0 302 0 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 212 186 85 273 0 0 0 0 302 0 184 Added Vol: 0 1 2 0 1 0 0 0 0 2 0 0 PasserByVol: 0 150 33 1 211 0 0 0 0 143 0 82 Initial Fut: 0 363 221 86 485 0 0 0 0 447 0 266 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 363 221 86 485 0 0 0 0 447 0 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 363 221 86 485 0 0 0 0 447 0 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 363 221 86 485 0 0 0 0 447 0 266 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.13 0.05 0.26 0.00 0.00 0.00 0.00 0.26 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 40.2 93.2 12.8 53.0 0.0 0.0 0.0 0.0 53.0 0.0 53.0 Volume/Cap: 0.00 0.55 0.16 0.44 0.55 0.00 0.00 0.00 0.00 0.55 0.00 0.33 Delay/Veh: 0.0 31.0 2.4 49.4 23.2 0.0 0.0 0.0 0.0 23.3 0.0 19.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.0 2.4 49.4 23.2 0.0 0.0 0.0 0.0 23.3 0.0 19.9 LOS by Move: A C A D C A A A A C A B- HCM2k95thQ: 0 18 4 6 21 0 0 0 0 22 0 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-78 Loss Time (sec): 9 0 0 0 Critical V/C: 0.588 0 � Avg Crit Del (sec/veh): 24.0 0 0 Avg Delay (sec/veh): 23.3 LOS: C Lanes: 0 0 1 0 1 Final Vol: 0*"* 376 246 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 482`*` Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 212 186 85 273 0 0 0 0 302 0 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 212 186 85 273 0 0 0 0 302 0 184 Added Vol: 0 14 27 0 22 0 0 0 0 37 0 0 PasserByVol: 0 150 33 1 211 0 0 0 0 143 0 82 Initial Fut: 0 376 246 86 506 0 0 0 0 482 0 266 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 376 246 86 506 0 0 0 0 482 0 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 376 246 86 506 0 0 0 0 482 0 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 376 246 86 506 0 0 0 0 482 0 266 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.14 0.05 0.27 0.00 0.00 0.00 0.00 0.28 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 39.9 93.7 12.3 52.1 0.0 0.0 0.0 0.0 53.9 0.0 53.9 Volume/Cap: 0.00 0.57 0.17 0.46 0.59 0.00 0.00 0.00 0.00 0.59 0.00 0.32 Delay/Veh: 0.0 31.8 2.3 50.1 24.5 0.0 0.0 0.0 0.0 23.5 0.0 19.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.8 2.3 50.1 24.5 0.0 0.0 0.0 0.0 23.5 0.0 19.4 LOS by Move: A C A D C A A A A C A B- HCM2k95thQ: 0 19 4 6 23 0 0 0 0 24 0 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #39: Tantau Avenue / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 0 506- 86 Lanes: 0 0 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 0 0 1 266 Loss Time (sec): 9 0 0 0 Critical V/C: 0.588 0 � Avg Crit Del (sec/veh): 24.0 0 0 Avg Delay (sec/veh): 23.3 LOS: C Lanes: 0 0 1 0 1 Final Vol: 0*"* 376 246 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 482`*` Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 212 186 85 273 0 0 0 0 302 0 184 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 212 186 85 273 0 0 0 0 302 0 184 Added Vol: 0 14 27 0 22 0 0 0 0 37 0 0 PasserByVol: 0 150 33 1 211 0 0 0 0 143 0 82 Initial Fut: 0 376 246 86 506 0 0 0 0 482 0 266 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 376 246 86 506 0 0 0 0 482 0 266 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 376 246 86 506 0 0 0 0 482 0 266 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 376 246 86 506 0 0 0 0 482 0 266 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.14 0.05 0.27 0.00 0.00 0.00 0.00 0.28 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 39.9 93.7 12.3 52.1 0.0 0.0 0.0 0.0 53.9 0.0 53.9 Volume/Cap: 0.00 0.57 0.17 0.46 0.59 0.00 0.00 0.00 0.00 0.59 0.00 0.32 Delay/Veh: 0.0 31.8 2.3 50.1 24.5 0.0 0.0 0.0 0.0 23.5 0.0 19.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.8 2.3 50.1 24.5 0.0 0.0 0.0 0.0 23.5 0.0 19.4 LOS by Move: A C A D C A A A A C A B- HCM2k95thQ: 0 19 4 6 23 0 0 0 0 24 0 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-79 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 217 616 39'** Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 70 1 0 9 Loss Time (sec): 12 0 0 9*** 1! Critical V/C: 0.489 1! 10*** 0 � Avg Crit Del (sec/veh): 21.1 � 0 53 1 Avg Delay (sec/veh): 23.5 0 19 LOS: C t Lanes: 2 0 0 1 0 Final Vol: 373 495*** 145 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 2 0 0 4 0 0 0 0 0 0 0 PasserByVol: 340 148 131 33 144 155 28 0 13 14 0 4 Initial Fut: 373 495 145 39 616 217 70 9 53 19 10 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 373 495 145 39 616 217 70 9 53 19 10 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 373 495 145 39 616 217 70 9 53 19 10 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 373 495 145 39 616 217 70 9 53 19 10 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.77 0.23 1.00 1.46 0.54 1.50 0.13 1.37 0.50 0.26 0.24 Final Sat.: 3150 1392 408 1750 2735 964 2619 223 2408 875 461 414 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.36 0.36 0.02 0.23 0.23 0.03 0.04 0.02 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 30.3 81.0 81.0 7.0 57.7 57.7 10.0 10.0 40.3 10.0 10.0 10.0 Volume/Cap: 0.47 0.53 0.53 0.38 0.47 0.47 0.32 0.48 0.07 0.26 0.26 0.26 Delay/Veh: 38.4 10.3 10.3 56.8 21.1 21.1 52.3 53.9 27.1 52.5 52.5 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.4 10.3 10.3 56.8 21.1 21.1 52.3 53.9 27.1 52.5 52.5 52.5 LOS by Move: D+ B+ B+ E+ C+ C+ D- D- C D- D- D- HCM2k95thQ: 13 22 22 3 19 19 4 7 2 3 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-80 Loss Time (sec): 12 0 0 9*** 1! Critical V/C: 0.513 1! 10*** 0 Avg Crit Del (sec/veh): 21.0 0 53 1 Avg Delay (sec/veh): 23.4 0 19 LOS: C t Lanes: 2 0 0 1 0 Final Vol: 373 534*** 145 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 41 0 0 59 0 0 0 0 0 0 0 PasserByVol: 340 148 131 33 144 155 28 0 13 14 0 4 Initial Fut: 373 534 145 39 671 217 70 9 53 19 10 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 373 534 145 39 671 217 70 9 53 19 10 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 373 534 145 39 671 217 70 9 53 19 10 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 373 534 145 39 671 217 70 9 53 19 10 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.79 0.21 1.00 1.50 0.50 1.50 0.13 1.37 0.50 0.26 0.24 Final Sat.: 3150 1416 384 1750 2795 904 2619 223 2408 875 461 414 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.38 0.38 0.02 0.24 0.24 0.03 0.04 0.02 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 29.1 81.0 81.0 7.0 58.9 58.9 10.0 10.0 39.1 10.0 10.0 10.0 Volume/Cap: 0.49 0.56 0.56 0.38 0.49 0.49 0.32 0.48 0.07 0.26 0.26 0.26 Delay/Veh: 39.6 10.8 10.8 56.8 20.7 20.7 52.3 53.9 27.9 52.5 52.5 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.6 10.8 10.8 56.8 20.7 20.7 52.3 53.9 27.9 52.5 52.5 52.5 LOS by Move: D B+ B+ E+ C+ C+ D- D- C D- D- D- HCM2k95thQ: 13 24 24 3 20 20 4 7 2 3 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 217 671 39'** Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 70 1 0 9 Loss Time (sec): 12 0 0 9*** 1! Critical V/C: 0.513 1! 10*** 0 Avg Crit Del (sec/veh): 21.0 0 53 1 Avg Delay (sec/veh): 23.4 0 19 LOS: C t Lanes: 2 0 0 1 0 Final Vol: 373 534*** 145 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 33 345 14 6 468 62 42 9 40 5 10 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 33 345 14 6 468 62 42 9 40 5 10 5 Added Vol: 0 41 0 0 59 0 0 0 0 0 0 0 PasserByVol: 340 148 131 33 144 155 28 0 13 14 0 4 Initial Fut: 373 534 145 39 671 217 70 9 53 19 10 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 373 534 145 39 671 217 70 9 53 19 10 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 373 534 145 39 671 217 70 9 53 19 10 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 373 534 145 39 671 217 70 9 53 19 10 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.79 0.21 1.00 1.50 0.50 1.50 0.13 1.37 0.50 0.26 0.24 Final Sat.: 3150 1416 384 1750 2795 904 2619 223 2408 875 461 414 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.12 0.38 0.38 0.02 0.24 0.24 0.03 0.04 0.02 0.02 0.02 0.02 Crit Moves **** **** **** **** Green Time: 29.1 81.0 81.0 7.0 58.9 58.9 10.0 10.0 39.1 10.0 10.0 10.0 Volume/Cap: 0.49 0.56 0.56 0.38 0.49 0.49 0.32 0.48 0.07 0.26 0.26 0.26 Delay/Veh: 39.6 10.8 10.8 56.8 20.7 20.7 52.3 53.9 27.9 52.5 52.5 52.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.6 10.8 10.8 56.8 20.7 20.7 52.3 53.9 27.9 52.5 52.5 52.5 LOS by Move: D B+ B+ E+ C+ C+ D- D- C D- D- D- HCM2k95thQ: 13 24 24 3 20 20 4 7 2 3 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-81 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 237 232 8*** Lanes: 1 0 2 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 354 1 0 3 Loss Time (sec): 12 1 10*** 0 Critical V/C: 0.466 0 � Avg Crit Del (sec/veh): 22.5 71 1 Avg Delay (sec/veh): 24.5 LOS: C Lanes: 1 0 1 1 0 Final Vol: 195 1059*** 35 Sig nal=ProtecURights=Oved ap 0 1! 6 0 0 8*** Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 5 0 0 0 0 4 2 0 3 0 0 0 PasserByVol: 3 570 0 0 90 46 230 0 18 0 0 0 Initial Fut: 195 1059 35 8 232 237 354 10 71 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 1059 35 8 232 237 354 10 71 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 1059 35 8 232 237 354 10 71 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 1059 35 8 232 237 354 10 71 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.95 0.05 1.00 0.47 0.35 0.18 Final Sat.: 1750 3582 118 1750 3800 1750 3452 98 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.30 0.30 0.00 0.06 0.14 0.10 0.10 0.04 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 28.6 56.4 66.4 7.0 34.8 34.8 19.6 19.6 19.6 10.0 10.0 10.0 Volume/Cap: 0.41 0.55 0.47 0.07 0.18 0.41 0.55 0.55 0.22 0.10 0.10 0.10 Delay/Veh: 31.8 16.3 10.2 46.2 25.1 27.6 39.7 39.7 36.6 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.8 16.3 10.2 46.2 25.1 27.6 39.7 39.7 36.6 43.7 43.7 43.7 LOS by Move: C B B+ D C C D D D+ D D D HCM2k95thQ: 10 20 16 1 5 12 11 11 4 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-82 Loss Time (sec): 12 1 10*** 0 Critical V/C: 0.478 0 Avg Crit Del (sec/veh): 23.5 124 1 Avg Delay (sec/veh): 27.0 LOS: C Lanes: 1 0 1 1 0 Final Vol: 317 1060*** 35 Sig nal=ProtecURights=Oved ap 0 1! 6 0 0 8*** Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 127 1 0 0 0 59 40 0 56 0 0 0 PasserByVol: 3 570 0 0 90 46 230 0 18 0 0 0 Initial Fut: 317 1060 35 8 232 292 392 10 124 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 317 1060 35 8 232 292 392 10 124 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 317 1060 35 8 232 292 392 10 124 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 317 1060 35 8 232 292 392 10 124 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.95 0.05 1.00 0.47 0.35 0.18 Final Sat.: 1750 3582 118 1750 3800 1750 3462 88 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.30 0.30 0.00 0.06 0.17 0.11 0.11 0.07 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 32.3 55.0 65.0 7.0 29.7 29.7 21.0 21.0 21.0 10.0 10.0 10.0 Volume/Cap: 0.59 0.57 0.48 0.07 0.22 0.59 0.57 0.57 0.35 0.10 0.10 0.10 Delay/Veh: 32.5 17.3 11.0 46.2 28.8 34.3 38.9 38.9 36.8 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.5 17.3 11.0 46.2 28.8 34.3 38.9 38.9 36.8 43.7 43.7 43.7 LOS by Move: C- B B+ D C C- D+ D+ D+ D D D HCM2k95thQ: 16 20 17 1 5 16 12 12 7 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 292 232 8*** Lanes: 1 0 2 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 392 1 0 3 Loss Time (sec): 12 1 10*** 0 Critical V/C: 0.478 0 Avg Crit Del (sec/veh): 23.5 124 1 Avg Delay (sec/veh): 27.0 LOS: C Lanes: 1 0 1 1 0 Final Vol: 317 1060*** 35 Sig nal=ProtecURights=Oved ap 0 1! 6 0 0 8*** Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 187 489 35 8 142 187 122 10 50 8 6 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 489 35 8 142 187 122 10 50 8 6 3 Added Vol: 127 1 0 0 0 59 40 0 56 0 0 0 PasserByVol: 3 570 0 0 90 46 230 0 18 0 0 0 Initial Fut: 317 1060 35 8 232 292 392 10 124 8 6 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 317 1060 35 8 232 292 392 10 124 8 6 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 317 1060 35 8 232 292 392 10 124 8 6 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 317 1060 35 8 232 292 392 10 124 8 6 3 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.93 0.07 1.00 2.00 1.00 1.95 0.05 1.00 0.47 0.35 0.18 Final Sat.: 1750 3582 118 1750 3800 1750 3462 88 1750 824 618 309 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.30 0.30 0.00 0.06 0.17 0.11 0.11 0.07 0.01 0.01 0.01 Crit Moves **** **** **** **** Green Time: 32.3 55.0 65.0 7.0 29.7 29.7 21.0 21.0 21.0 10.0 10.0 10.0 Volume/Cap: 0.59 0.57 0.48 0.07 0.22 0.59 0.57 0.57 0.35 0.10 0.10 0.10 Delay/Veh: 32.5 17.3 11.0 46.2 28.8 34.3 38.9 38.9 36.8 43.7 43.7 43.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.5 17.3 11.0 46.2 28.8 34.3 38.9 38.9 36.8 43.7 43.7 43.7 LOS by Move: C- B B+ D C C- D+ D+ D+ D D D HCM2k95thQ: 16 20 17 1 5 16 12 12 7 1 1 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-83 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #42: Tantau Avenue / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 205*** 0 156 Lanes: 1 0 0 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 287*** 1 1 873*** Loss Time (sec): 12 0 0 961 2 Critical V/C: 0.922 3 1612 1 Avg Crit Del (sec/veh): 71.3 0 24 0 Avg Delay (sec/veh): 48.8 1 154 LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 92 158*** 74 Signal=Spl it/Rights=l nd u d e Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 132 70 92 0 158 210 717 23 154 1242 398 Added Vol: 0 0 0 3 0 0 0 130 0 0 186 5 PasserByVol: 0 26 4 61 0 47 77 114 1 0 184 470 Initial Fut: 92 158 74 156 0 205 287 961 24 154 1612 873 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 92 158 74 156 0 205 287 961 24 154 1612 873 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 158 74 156 0 205 287 961 24 154 1612 873 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 92 158 74 156 0 205 287 961 24 154 1612 873 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.28 0.49 0.23 2.00 0.00 1.00 1.00 2.92 0.08 1.00 3.00 1.00 Final Sat.: 497 853 400 3150 0 1750 1750 5463 136 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.19 0.05 0.00 0.12 0.16 0.18 0.18 0.09 0.28 0.50 Crit Moves: **** **** **** **** Green Time: 28.2 28.2 28.2 19.1 0.0 19.1 25.0 60.5 60.5 30.3 65.8 84.9 Volume/Cap: 0.99 0.99 0.99 0.39 0.00 0.92 0.99 0.44 0.44 0.44 0.64 0.88 Delay/Veh: 106.2 106 106.2 60.8 0.0 104.1 110.9 32.5 32.5 53.3 33.5 37.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 106.2 106 106.2 60.8 0.0 104.1 110.9 32.5 32.5 53.3 33.5 37.6 LOS by Move: F F F E A F F C- C- D- C- D+ HCM2k95thQ: 35 35 35 8 0 21 29 19 19 12 30 55 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Page 2-84 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #42: Tantau Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Split/Rights=l nclude Final Vol: 205*** 0 209 Lanes: 1 0 0 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 289*** 1 1 970*** Loss Time (sec): 12 0 0 1041 2 Critical V/C: 1.006 3 1764 1 � Avg Crit Del (sec/veh): 89.3 � 0 35 0 Avg Delay (sec/veh): 55.0 1 154 LOS: E+ 4t t t Lanes: 0 0 1! 0 0 Final Vol: 103*** 183 74 Signal=Spl it/Rights=l ncl u d e Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 10 10 10 --------------- 10 10 II--------------- 10 7 10 II---------------� 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 132 70 92 0 158 210 717 23 154 1242 398 Added Vol: 11 25 0 56 0 0 1 210 11 0 338 102 PasserByVol: 0 26 4 61 0 47 78 114 1 0 184 470 Initial Fut: 103 183 74 209 0 205 289 1041 35 154 1764 970 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 183 74 209 0 205 289 1041 35 154 1764 970 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 183 74 209 0 205 289 1041 35 154 1764 970 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 183 74 209 0 205 289 1041 35 154 1764 970 --------------------------- Saturation Flow Module: --------------- --------------- ---------------� Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.29 0.51 0.20 2.00 0.00 1.00 1.00 2.90 0.10 1.00 3.00 1.00 Final Sat.: 501 890 360 3150 0 1750 1750 5418 182 1750 5700 1750 ------------ I --------------- Capacity Analysis Module: --------------- --------------- ---------------� Vol/Sat: 0.21 0.21 0.21 0.07 0.00 0.12 0.17 0.19 0.19 0.09 0.31 0.55 Crit Moves: **** **** **** **** Green Time: 28.9 28.9 28.9 17.5 0.0 17.5 23.2 62.9 62.9 28.8 68.5 85.9 Volume/Cap: 1.07 1.07 1.07 0.57 0.00 1.01 1.07 0.46 0.46 0.46 0.68 0.97 Delay/Veh: 128.9 129 128.9 64.8 0.0 130.7 137.4 31.5 31.5 54.7 32.8 51.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 128.9 129 128.9 64.8 0.0 130.7 137.4 31.5 31.5 54.7 32.8 51.6 LOS by Move: F F F E A F F C C D- C- D- HCM2k95thQ: 41 41 41 11 0 23 31 21 21 12 33 68 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-85 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 34 1 23 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.784 Avg Crit Del (sec/veh): 141.2 Avg Delay (sec/veh): 108.7 LOS: F -4) *t t t 0 0 1! 0 0 126 23*** 130 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 135 1 2 2774*** 0 1 123 Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 133 0 0 191 0 PasserByVol: 0 9 0 5 0 2 34 151 0 12 642 3 Initial Fut: 115 21 118 21 1 31 81 1133 36 112 2524 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 23 130 23 1 34 89 1245 40 123 2774 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 23 130 23 1 34 89 1245 40 123 2774 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 23 130 23 1 34 89 1245 40 123 2774 135 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.08 0.47 0.40 0.02 0.58 1.00 2.90 0.10 1.00 2.86 0.14 Final Sat.: 792 145 813 693 33 1024 1750 5427 172 1750 5339 260 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.03 0.03 0.03 0.05 0.23 0.23 0.07 0.52 0.52 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 20.0 46.4 46.4 27.6 54.0 54.0 Volume/Cap: 0.44 0.44 0.44 0.09 0.09 0.09 0.33 0.64 0.64 0.33 1.25 1.25 Delay/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 35.6 35.6 43.9 154 154.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 35.6 35.6 43.9 154 154.5 LOS by Move: C- C- C- C C C D D+ D+ D F F HCM2k95thQ: 17 17 17 3 3 3 7 25 25 8 92 92 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 89*** 1 0 1245 2 1 40 0 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 34 1 23 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.784 Avg Crit Del (sec/veh): 141.2 Avg Delay (sec/veh): 108.7 LOS: F -4) *t t t 0 0 1! 0 0 126 23*** 130 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 135 1 2 2774*** 0 1 123 Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 133 0 0 191 0 PasserByVol: 0 9 0 5 0 2 34 151 0 12 642 3 Initial Fut: 115 21 118 21 1 31 81 1133 36 112 2524 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 23 130 23 1 34 89 1245 40 123 2774 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 23 130 23 1 34 89 1245 40 123 2774 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 23 130 23 1 34 89 1245 40 123 2774 135 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.08 0.47 0.40 0.02 0.58 1.00 2.90 0.10 1.00 2.86 0.14 Final Sat.: 792 145 813 693 33 1024 1750 5427 172 1750 5339 260 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.03 0.03 0.03 0.05 0.23 0.23 0.07 0.52 0.52 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 20.0 46.4 46.4 27.6 54.0 54.0 Volume/Cap: 0.44 0.44 0.44 0.09 0.09 0.09 0.33 0.64 0.64 0.33 1.25 1.25 Delay/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 35.6 35.6 43.9 154 154.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 35.6 35.6 43.9 154 154.5 LOS by Move: C- C- C- C C C D D+ D+ D F F HCM2k95thQ: 17 17 17 3 3 3 7 25 25 8 92 92 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-86 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 0 0 1! 0 89*** 1 0 1390 2 Vol Cnt Date: 1 Rights=lndude 40 0 130 Sig nal=Permit/Rights=l ncl u d e 34 1 23 0 0 1! 0 0 Signal=Protect Vol Cnt Date: n/a Rights=lndude Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.837 Avg Crit Del (sec/veh): 188.9 Avg Delay (sec/veh): 141.6 LOS: F -4) *t t t Lanes: 0 0 1! 0 0 Final Vol: 126 23*** 130 Sig nal=Permit/Rights=l nd u d e Lanes: Final Vol: 0 135 1 2 3047*** 0 1 123 Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 47 47 47 20 42 42 25 47 47 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 115 12 118 16 1 29 47 849 36 100 1691 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 12 118 16 1 29 47 849 36 100 1691 120 Added Vol: 0 0 0 0 0 0 0 265 0 0 440 0 PasserByVol: 0 9 0 5 0 2 34 151 0 12 642 3 Initial Fut: 115 21 118 21 1 31 81 1265 36 112 2773 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 126 23 130 23 1 34 89 1390 40 123 3047 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 23 130 23 1 34 89 1390 40 123 3047 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 23 130 23 1 34 89 1390 40 123 3047 135 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.08 0.47 0.40 0.02 0.58 1.00 2.91 0.09 1.00 2.87 0.13 Final Sat.: 792 145 813 693 33 1024 1750 5445 155 1750 5362 238 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.03 0.03 0.03 0.05 0.26 0.26 0.07 0.57 0.57 Crit Moves: **** **** **** Green Time: 47.0 47.0 47.0 47.0 47.0 47.0 20.0 46.4 46.4 27.6 54.0 54.0 Volume/Cap: 0.44 0.44 0.44 0.09 0.09 0.09 0.33 0.72 0.72 0.33 1.37 1.37 Delay/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 37.4 37.4 43.9 207 206.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.0 32.0 32.0 27.5 27.5 27.5 49.8 37.4 37.4 43.9 207 206.5 LOS by Move: C- C- C- C C C D D+ D+ D F F HCM2k95thQ: 17 17 17 3 3 3 7 29 29 8 114 114 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-87 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Loss Signal=Split/Rights=l nclude (sec): 12 Final Vol: 281 165*** 467 Lanes: 0 1 0 1 1 Signal=Protect 0 Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Critical V/C: 0.716 Cycle Time (sec): 130 0*** 0 0 7;11 0 0 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Loss Time (sec): 12 0 0 841 3 Critical V/C: 0.716 3 2330*** 0 7;11 Avg Crit Del (sec/veh): 165.7 0 266 1 Avg Delay (sec/veh): 138.3 2 154 LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 17*** 0 138 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 19 0 0 109 24 43 191 0 PasserByVol: 0 0 0 0 2 27 0 96 62 0 744 0 Initial Fut: 17 0 138 467 165 281 0 841 266 154 2330 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 165 281 0 841 266 154 2330 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 165 281 0 841 266 154 2330 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 165 281 0 841 266 154 2330 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.55 0.54 0.91 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2736 967 1646 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.17 0.17 0.17 0.00 0.15 0.15 0.05 0.41 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 57.1 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.20 0.54 0.54 0.54 0.00 0.83 0.31 0.38 1.34 0.00 Delay/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 77.2 27.9 72.6 218 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 77.2 27.9 72.6 218 0.0 LOS by Move: D A C D- D- D- A E- C E F A HCM2k95thQ: 13 0 ll 26 26 26 0 27 17 8 97 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-88 0 Loss Time (sec): 12 0 918 3 Critical V/C: 0.763 3 2579*** 0 7;11 Avg Crit Del (sec/veh): 214.2 0 322 1 Avg Delay (sec/veh): 173.9 2 154 LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 17*** 0 138 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 19 0 0 186 80 43 440 0 PasserByVol: 0 0 0 0 2 27 0 96 62 0 744 0 Initial Fut: 17 0 138 467 165 281 0 918 322 154 2579 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 165 281 0 918 322 154 2579 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 165 281 0 918 322 154 2579 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 165 281 0 918 322 154 2579 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.55 0.54 0.91 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2736 967 1646 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.17 0.17 0.17 0.00 0.16 0.18 0.05 0.45 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 57.1 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.20 0.54 0.54 0.54 0.00 0.91 0.38 0.38 1.48 0.00 Delay/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 84.0 29.1 72.6 282 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 84.0 29.1 72.6 282 0.0 LOS by Move: D A C D- D- D- A F C E F A HCM2k95thQ: 13 0 11 26 26 26 0 30 21 8 118 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 281 165*** 467 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0*** 0 0 0 0 Loss Time (sec): 12 0 918 3 Critical V/C: 0.763 3 2579*** 0 7;11 Avg Crit Del (sec/veh): 214.2 0 322 1 Avg Delay (sec/veh): 173.9 2 154 LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 17*** 0 138 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 56 56 56 57 57 57 0 32 32 23 36 36 Y+R: 6.0 6.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 0 138 467 144 254 0 636 180 111 1395 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 0 138 467 144 254 0 636 180 111 1395 0 Added Vol: 0 0 0 0 19 0 0 186 80 43 440 0 PasserByVol: 0 0 0 0 2 27 0 96 62 0 744 0 Initial Fut: 17 0 138 467 165 281 0 918 322 154 2579 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 0 138 467 165 281 0 918 322 154 2579 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 0 138 467 165 281 0 918 322 154 2579 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 0 138 467 165 281 0 918 322 154 2579 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.93 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.11 0.00 0.89 1.55 0.54 0.91 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 192 0 1558 2736 967 1646 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.09 0.17 0.17 0.17 0.00 0.16 0.18 0.05 0.45 0.00 Crit Moves: **** **** **** **** Green Time: 40.4 0.0 57.1 41.2 41.2 41.2 0.0 23.1 63.6 16.6 39.7 0.0 Volume/Cap: 0.28 0.00 0.20 0.54 0.54 0.54 0.00 0.91 0.38 0.38 1.48 0.00 Delay/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 84.0 29.1 72.6 282 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.2 0.0 31.2 51.0 51.0 51.0 0.0 84.0 29.1 72.6 282 0.0 LOS by Move: D A C D- D- D- A F C E F A HCM2k95thQ: 13 0 11 26 26 26 0 30 21 8 118 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-89 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 11 0 15*** Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 313*** 2 0 215 Loss Time (sec): 9 0 1 1171 2 Critical V/C: 0.721 3 4033*** 1 � Avg Crit Del (sec/veh): 126.2 � 0 29 0 Avg Delay (sec/veh): 106.2 1 46 LOS: F t Lanes: 1 0 0 1 0 Final Vol: 4 0 5 Sig nal=Permit/Rights=l nd u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 15 44 44 25 54 54 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 5 14 0 10 285 875 27 42 2695 198 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 5 14 0 10 285 875 27 42 2695 198 Added Vol: 0 0 0 0 0 0 0 110 0 0 245 0 PasserByVol: 0 0 0 0 0 0 3 92 0 0 770 0 Initial Fut: 4 0 5 14 0 10 288 1077 27 42 3710 198 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 4 0 5 15 0 11 313 1171 29 46 4033 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 5 15 0 11 313 1171 29 46 4033 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 5 15 0 11 313 1171 29 46 4033 215 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.58 0.00 1.42 2.00 2.92 0.08 1.00 3.79 0.21 Final Sat.: 1750 0 1800 2771 0 2479 3150 5463 137 1750 7119 380 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.00 0.10 0.21 0.21 0.03 0.57 0.57 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 60.0 15.0 48.5 48.5 27.5 61.0 61.0 Volume/Cap: 0.01 0.00 0.01 0.02 0.00 0.01 0.86 0.57 0.57 0.12 1.21 1.21 Delay/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 32.9 32.9 41.6 131 130.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 32.9 32.9 41.6 131 130.6 LOS by Move: C A C C A B- E C- C- D F F HCM2k95thQ: 0 0 0 1 0 0 14 22 22 3 95 95 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-90 Loss Time (sec): 9 0 1 1253 2 Critical V/C: 0.760 3 4303*** 1 Avg Crit Del (sec/veh): 158.1 0 29 0 Avg Delay (sec/veh): 131.3 1 46 LOS: F t Lanes: 1 0 0 1 0 Final Vol: 4 0 5 Sig nal=Permit/Rights=l nd u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 15 44 44 25 54 54 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 5 14 0 10 285 875 27 42 2695 198 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 5 14 0 10 285 875 27 42 2695 198 Added Vol: 0 0 0 0 0 0 0 186 0 0 494 0 PasserByVol: 0 0 0 0 0 0 3 92 0 0 770 0 Initial Fut: 4 0 5 14 0 10 288 1153 27 42 3959 198 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 4 0 5 15 0 11 313 1253 29 46 4303 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 5 15 0 11 313 1253 29 46 4303 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 5 15 0 11 313 1253 29 46 4303 215 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.58 0.00 1.42 2.00 2.93 0.07 1.00 3.80 0.20 Final Sat.: 1750 0 1800 2771 0 2479 3150 5472 128 1750 7142 357 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.00 0.10 0.23 0.23 0.03 0.60 0.60 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 60.0 15.0 48.5 48.5 27.5 61.0 61.0 Volume/Cap: 0.01 0.00 0.01 0.02 0.00 0.01 0.86 0.61 0.61 0.12 1.28 1.28 Delay/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 33.7 33.7 41.6 165 164.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 33.7 33.7 41.6 165 164.6 LOS by Move: C A C C A B- E C- C- D F F HCM2k95thQ: 0 0 0 1 0 0 14 23 23 3 111 111 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 11 0 15*** Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 313*** 2 0 215 Loss Time (sec): 9 0 1 1253 2 Critical V/C: 0.760 3 4303*** 1 Avg Crit Del (sec/veh): 158.1 0 29 0 Avg Delay (sec/veh): 131.3 1 46 LOS: F t Lanes: 1 0 0 1 0 Final Vol: 4 0 5 Sig nal=Permit/Rights=l nd u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 15 44 44 25 54 54 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 4 0 5 14 0 10 285 875 27 42 2695 198 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 0 5 14 0 10 285 875 27 42 2695 198 Added Vol: 0 0 0 0 0 0 0 186 0 0 494 0 PasserByVol: 0 0 0 0 0 0 3 92 0 0 770 0 Initial Fut: 4 0 5 14 0 10 288 1153 27 42 3959 198 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 PHF Volume: 4 0 5 15 0 11 313 1253 29 46 4303 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 0 5 15 0 11 313 1253 29 46 4303 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 0 5 15 0 11 313 1253 29 46 4303 215 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.92 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.58 0.00 1.42 2.00 2.93 0.07 1.00 3.80 0.20 Final Sat.: 1750 0 1800 2771 0 2479 3150 5472 128 1750 7142 357 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.00 0.10 0.23 0.23 0.03 0.60 0.60 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 60.0 15.0 48.5 48.5 27.5 61.0 61.0 Volume/Cap: 0.01 0.00 0.01 0.02 0.00 0.01 0.86 0.61 0.61 0.12 1.28 1.28 Delay/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 33.7 33.7 41.6 165 164.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 0.0 27.9 27.9 0.0 18.9 74.9 33.7 33.7 41.6 165 164.6 LOS by Move: C A C C A B- E C- C- D F F HCM2k95thQ: 0 0 0 1 0 0 14 23 23 3 111 111 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-91 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 707*** 0 127 Lanes: 1 0 0 0 4 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 0 0 Loss Time (sec): 6 0 1193 5 Critical V/C: 1.049 3 3412*** 0 � Avg Crit Del (sec/veh): 64.8 � 0 0 0 Avg Delay (sec/veh): 52.9 0 0 LOS: D- t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 19 0 26 0 110 0 0 219 0 PasserByVol: 0 0 0 0 0 34 0 93 0 0 737 0 Initial Fut: 0 0 0 127 0 707 0 1193 0 0 3412 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 127 0 707 0 1193 0 0 3412 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 127 0 707 0 1193 0 0 3412 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 127 0 707 0 1193 0 0 3412 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.40 0.00 0.13 0.00 0.00 0.60 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 52.0 0.0 52.0 0.0 77.0 0.0 0.0 77.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.19 0.00 1.05 0.00 0.22 0.00 0.00 1.05 0.00 Delay/Veh: 0.0 0.0 0.0 27.7 0.0 89.8 0.0 14.3 0.0 0.0 59.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 27.7 0.0 89.8 0.0 14.3 0.0 0.0 59.7 0.0 LOS by Move: A A A C A F A B A A E+ A HCM2k95thQ: 0 0 0 7 0 64 0 9 0 0 84 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-92 0 Loss Time (sec): 6 0 1269 5 Critical V/C: 1.113 3 3617*** 0 Avg Crit Del (sec/veh): 89.5 0 0 0 Avg Delay (sec/veh): 71.6 0 0 LOS: E t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 19 0 70 0 186 0 0 424 0 PasserByVol: 0 0 0 0 0 34 0 93 0 0 737 0 Initial Fut: 0 0 0 127 0 751 0 1269 0 0 3617 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 127 0 751 0 1269 0 0 3617 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 127 0 751 0 1269 0 0 3617 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 127 0 751 0 1269 0 0 3617 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.43 0.00 0.13 0.00 0.00 0.63 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 52.0 0.0 52.0 0.0 77.0 0.0 0.0 77.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.19 0.00 1.11 0.00 0.23 0.00 0.00 1.11 0.00 Delay/Veh: 0.0 0.0 0.0 27.6 0.0 111.5 0.0 14.4 0.0 0.0 84.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 27.6 0.0 111.5 0.0 14.4 0.0 0.0 84.9 0.0 LOS by Move: A A A C A F A B A A F A HCM2k95thQ: 0 0 0 7 0 73 0 10 0 0 97 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 751*** 0 127 Lanes: 1 0 0 0 1 4 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 0 0 Loss Time (sec): 6 0 1269 5 Critical V/C: 1.113 3 3617*** 0 Avg Crit Del (sec/veh): 89.5 0 0 0 Avg Delay (sec/veh): 71.6 0 0 LOS: E t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 108 0 647 0 990 0 0 2456 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 108 0 647 0 990 0 0 2456 0 Added Vol: 0 0 0 19 0 70 0 186 0 0 424 0 PasserByVol: 0 0 0 0 0 34 0 93 0 0 737 0 Initial Fut: 0 0 0 127 0 751 0 1269 0 0 3617 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 127 0 751 0 1269 0 0 3617 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 127 0 751 0 1269 0 0 3617 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 127 0 751 0 1269 0 0 3617 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.43 0.00 0.13 0.00 0.00 0.63 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 52.0 0.0 52.0 0.0 77.0 0.0 0.0 77.0 0.0 Volume/Cap: 0.00 0.00 0.00 0.19 0.00 1.11 0.00 0.23 0.00 0.00 1.11 0.00 Delay/Veh: 0.0 0.0 0.0 27.6 0.0 111.5 0.0 14.4 0.0 0.0 84.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 27.6 0.0 111.5 0.0 14.4 0.0 0.0 84.9 0.0 LOS by Move: A A A C A F A B A A F A HCM2k95thQ: 0 0 0 7 0 73 0 10 0 0 97 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-93 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 169 98*** 163 Lanes: 1 0 0 1 4 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 304*** 2 1 233 Loss Time (sec): 12 0 0 776 2 Critical V/C: 0.703 3 1348*** 1 Avg Crit Del (sec/veh): 43.5 0 241 0 Avg Delay (sec/veh): 40.1 2 232 LOS: D t Lanes: 1 1 0 0 1 Final Vol: 686 135*** 220 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 48 219 163 25 119 156 704 170 223 1260 233 Added Vol: 136 87 0 0 73 50 148 69 57 0 76 0 PasserByVol: 13 0 1 0 0 0 0 3 14 9 12 0 Initial Fut: 686 135 220 163 98 169 304 776 241 232 1348 233 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 686 135 220 163 98 169 304 776 241 232 1348 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 686 135 220 163 98 169 304 776 241 232 1348 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 686 135 220 163 98 169 304 776 241 232 1348 233 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.68 0.32 1.00 1.26 0.74 1.00 2.00 2.26 0.74 2.00 3.00 1.00 Final Sat.: 2966 584 1750 2217 1333 1750 3150 4271 1327 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.23 0.13 0.07 0.07 0.10 0.10 0.18 0.18 0.07 0.24 0.13 Crit Moves **** **** **** **** Green Time: 42.8 42.8 60.6 13.6 13.6 31.5 17.9 43.8 43.8 17.8 43.8 57.4 Volume/Cap: 0.70 0.70 0.27 0.70 0.70 0.40 0.70 0.54 0.54 0.54 0.70 0.30 Delay/Veh: 40.0 40.0 21.4 62.2 62.2 42.0 58.7 35.2 35.2 53.7 38.7 23.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.0 40.0 21.4 62.2 62.2 42.0 58.7 35.2 35.2 53.7 38.7 23.6 LOS by Move: D D C+ E E D E+ D+ D+ D- D+ C HCM2k95thQ: 28 28 11 11 11 11 14 20 20 11 28 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Page 2-94 Loss Time (sec): 12 0 0 778 2 Critical V/C: 0.750 3 1355*** 1 Avg Crit Del (sec/veh): 46.1 0 241 0 Avg Delay (sec/veh): 42.2 2 255 LOS: D t Lanes: 1 1 0 0 1 Final Vol: 686 194*** 229 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 48 219 163 25 119 156 704 170 223 1260 233 Added Vol: 136 146 9 0 143 71 165 71 57 23 83 0 PasserByVol: 13 0 1 0 0 0 0 3 14 9 12 0 Initial Fut: 686 194 229 163 168 190 321 778 241 255 1355 233 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 686 194 229 163 168 190 321 778 241 255 1355 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 686 194 229 163 168 190 321 778 241 255 1355 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 686 194 229 163 168 190 321 778 241 255 1355 233 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.92 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.57 0.43 1.00 1.00 1.00 1.00 2.00 2.26 0.74 2.00 3.00 1.00 Final Sat.: 2767 783 1750 1750 1900 1750 3150 4274 1324 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.13 0.09 0.09 0.11 0.10 0.18 0.18 0.08 0.24 0.13 Crit Moves **** **** **** **** Green Time: 43.0 43.0 61.1 16.1 16.1 33.8 17.7 40.8 40.8 18.1 41.2 57.4 Volume/Cap: 0.75 0.75 0.28 0.75 0.71 0.42 0.75 0.58 0.58 0.58 0.75 0.30 Delay/Veh: 41.5 41.5 21.2 62.0 59.8 40.5 61.3 37.9 37.9 54.3 41.6 23.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 41.5 41.5 21.2 62.0 59.8 40.5 61.3 37.9 37.9 54.3 41.6 23.6 LOS by Move: D D C+ E E+ D E D+ D+ D- D C HCM2k95thQ: 31 31 11 13 13 13 15 21 21 12 30 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #47: Lawrence Expressway/ EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 190 168 163*** Lanes: 1 0 0 1 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 321 *** 2 1 233 Loss Time (sec): 12 0 0 778 2 Critical V/C: 0.750 3 1355*** 1 Avg Crit Del (sec/veh): 46.1 0 241 0 Avg Delay (sec/veh): 42.2 2 255 LOS: D t Lanes: 1 1 0 0 1 Final Vol: 686 194*** 229 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 537 48 219 163 25 119 156 704 170 223 1260 233 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 537 48 219 163 25 119 156 704 170 223 1260 233 Added Vol: 136 146 9 0 143 71 165 71 57 23 83 0 PasserByVol: 13 0 1 0 0 0 0 3 14 9 12 0 Initial Fut: 686 194 229 163 168 190 321 778 241 255 1355 233 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 686 194 229 163 168 190 321 778 241 255 1355 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 686 194 229 163 168 190 321 778 241 255 1355 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 686 194 229 163 168 190 321 778 241 255 1355 233 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.92 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.57 0.43 1.00 1.00 1.00 1.00 2.00 2.26 0.74 2.00 3.00 1.00 Final Sat.: 2767 783 1750 1750 1900 1750 3150 4274 1324 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.13 0.09 0.09 0.11 0.10 0.18 0.18 0.08 0.24 0.13 Crit Moves **** **** **** **** Green Time: 43.0 43.0 61.1 16.1 16.1 33.8 17.7 40.8 40.8 18.1 41.2 57.4 Volume/Cap: 0.75 0.75 0.28 0.75 0.71 0.42 0.75 0.58 0.58 0.58 0.75 0.30 Delay/Veh: 41.5 41.5 21.2 62.0 59.8 40.5 61.3 37.9 37.9 54.3 41.6 23.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 41.5 41.5 21.2 62.0 59.8 40.5 61.3 37.9 37.9 54.3 41.6 23.6 LOS by Move: D D C+ E E+ D E D+ D+ D- D C HCM2k95thQ: 31 31 11 13 13 13 15 21 21 12 30 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-95 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 654 1433 195*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 181 347 2 1 365 Loss Time (sec): 12 0 0 319*** 2 Critical V/C: 0.839 2 870 0 Avg Crit Del (sec/veh): 127.7 0 111 1 Avg Delay (sec/veh): 98.9 2 398*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 228 2916*** 196 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 588 8 48 244 54 94 30 0 15 53 86 PasserByVol: 3 167 12 6 193 35 18 14 4 39 58 36 Initial Fut: 228 3691 196 195 1791 654 347 319 111 398 870 365 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 2916 196 195 1433 654 347 319 111 398 870 365 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 2916 196 195 1433 654 347 319 111 398 870 365 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 228 2916 196 195 1433 654 347 319 ill 398 870 365 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.51 0.11 0.06 0.25 0.37 0.11 0.08 0.06 0.13 0.23 0.21 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.83 1.09 0.20 0.49 0.49 0.58 0.84 0.35 0.19 1.28 1.10 0.63 Delay/Veh: 105.8 124 36.2 82.7 50.1 42.3 91.8 57.9 44.3 232.9 136 53.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 105.8 124 36.2 82.7 50.1 42.3 91.8 57.9 44.3 232.9 136 53.5 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 92 17 13 38 54 21 13 9 37 52 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-96 Loss Time (sec): 12 0 0 330*** 2 Critical V/C: 0.851 2 888 0 Avg Crit Del (sec/veh): 132.6 0 111 1 Avg Delay (sec/veh): 102.4 2 404*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 228 2951*** 200 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 633 12 48 304 88 117 41 0 21 71 86 PasserByVol: 3 167 12 6 193 35 18 14 4 39 58 36 Initial Fut: 228 3736 200 195 1851 688 370 330 111 404 888 365 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 2951 200 195 1481 688 370 330 111 404 888 365 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 2951 200 195 1481 688 370 330 111 404 888 365 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 228 2951 200 195 1481 688 370 330 ill 404 888 365 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.52 0.11 0.06 0.26 0.39 0.12 0.09 0.06 0.13 0.23 0.21 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.83 1.10 0.20 0.49 0.51 0.61 0.90 0.36 0.19 1.30 1.13 0.63 Delay/Veh: 105.8 129 36.2 82.7 50.6 43.8 99.7 58.1 44.3 240.8 145 53.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 105.8 129 36.2 82.7 50.6 43.8 99.7 58.1 44.3 240.8 145 53.5 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 95 17 13 40 57 23 14 9 38 54 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 688 1481 195*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 181 370 2 1 365 Loss Time (sec): 12 0 0 330*** 2 Critical V/C: 0.851 2 888 0 Avg Crit Del (sec/veh): 132.6 0 111 1 Avg Delay (sec/veh): 102.4 2 404*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 228 2951*** 200 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 633 12 48 304 88 117 41 0 21 71 86 PasserByVol: 3 167 12 6 193 35 18 14 4 39 58 36 Initial Fut: 228 3736 200 195 1851 688 370 330 111 404 888 365 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 228 2951 200 195 1481 688 370 330 111 404 888 365 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 228 2951 200 195 1481 688 370 330 111 404 888 365 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 228 2951 200 195 1481 688 370 330 ill 404 888 365 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.52 0.11 0.06 0.26 0.39 0.12 0.09 0.06 0.13 0.23 0.21 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.83 1.10 0.20 0.49 0.51 0.61 0.90 0.36 0.19 1.30 1.13 0.63 Delay/Veh: 105.8 129 36.2 82.7 50.6 43.8 99.7 58.1 44.3 240.8 145 53.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 105.8 129 36.2 82.7 50.6 43.8 99.7 58.1 44.3 240.8 145 53.5 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 95 17 13 40 57 23 14 9 38 54 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-97 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 108 1434 108*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 166 139*** 2 1 551*** Loss Time (sec): 12 0 0 139 2 Critical V/C: 0.991 2 320 0 � Avg Crit Del (sec/veh): 72.5 � 0 150 1 Avg Delay (sec/veh): 60.0 2 377 LOS: E Lanes: 2 0 3 0 1 Final Vol: 265 3195*** 142 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 595 0 0 258 1 1 1 0 0 1 0 PasserByVol: 155 88 3 8 108 55 27 8 33 10 24 24 Initial Fut: 265 4044 142 108 1793 108 139 139 150 377 320 551 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 265 3195 142 108 1434 108 139 139 150 377 320 551 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 265 3195 142 108 1434 108 139 139 150 377 320 551 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 265 3195 142 108 1434 108 139 139 150 377 320 551 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.56 0.08 0.03 0.25 0.06 0.04 0.04 0.09 0.12 0.08 0.31 Crit Moves **** **** **** **** Green Time: 15.9 89.3 116.8 13.0 86.4 100.4 14.0 24.2 40.1 27.5 37.7 50.7 Volume/Cap: 0.88 1.04 0.12 0.44 0.48 0.10 0.52 0.25 0.35 0.72 0.37 1.03 Delay/Veh: 98.3 66.8 8.0 74.3 25.6 13.9 74.7 63.1 52.7 70.6 54.4 104.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 98.3 66.8 8.0 74.3 25.6 13.9 74.7 63.1 52.7 70.6 54.4 104.8 LOS by Move: F E A E C B E E D- E D- F HCM2k95thQ: 19 97 5 6 26 5 8 6 13 22 13 59 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-98 Loss Time (sec): 12 0 0 145 2 Critical V/C: 1.002 2 331 0 � Avg Crit Del (sec/veh): 74.2 � 0 150 1 Avg Delay (sec/veh): 60.7 2 378 LOS: E Lanes: 2 0 3 0 1 Final Vol: 265 3218*** 142 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 625 0 0 301 25 19 7 0 1 12 0 PasserByVol: 155 88 3 8 108 55 27 8 33 10 24 24 Initial Fut: 265 4074 142 108 1836 132 157 145 150 378 331 551 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 265 3218 142 108 1469 132 157 145 150 378 331 551 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 265 3218 142 108 1469 132 157 145 150 378 331 551 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 265 3218 142 108 1469 132 157 145 150 378 331 551 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.56 0.08 0.03 0.26 0.08 0.05 0.04 0.09 0.12 0.09 0.31 Crit Moves **** **** **** **** Green Time: 15.9 89.5 116.9 13.0 86.6 100.6 14.0 24.1 40.0 27.4 37.5 50.5 Volume/Cap: 0.88 1.05 0.12 0.44 0.49 0.12 0.59 0.26 0.36 0.73 0.39 1.04 Delay/Veh: 97.9 68.6 7.9 74.3 25.7 14.0 76.8 63.3 52.8 70.9 54.8 106.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.9 68.6 7.9 74.3 25.7 14.0 76.8 63.3 52.8 70.9 54.8 106.1 LOS by Move: F E A E C B E- E D- E D- F HCM2k95thQ: 19 98 5 6 27 6 9 6 13 22 13 59 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 132 1469 108*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 166 157*** 2 1 551*** Loss Time (sec): 12 0 0 145 2 Critical V/C: 1.002 2 331 0 � Avg Crit Del (sec/veh): 74.2 � 0 150 1 Avg Delay (sec/veh): 60.7 2 378 LOS: E Lanes: 2 0 3 0 1 Final Vol: 265 3218*** 142 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 89 89 13 87 87 14 22 22 25 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 110 3361 139 100 1427 52 111 130 117 367 295 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 110 3361 139 100 1427 52 111 130 117 367 295 527 Added Vol: 0 625 0 0 301 25 19 7 0 1 12 0 PasserByVol: 155 88 3 8 108 55 27 8 33 10 24 24 Initial Fut: 265 4074 142 108 1836 132 157 145 150 378 331 551 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 265 3218 142 108 1469 132 157 145 150 378 331 551 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 265 3218 142 108 1469 132 157 145 150 378 331 551 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 265 3218 142 108 1469 132 157 145 150 378 331 551 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.56 0.08 0.03 0.26 0.08 0.05 0.04 0.09 0.12 0.09 0.31 Crit Moves **** **** **** **** Green Time: 15.9 89.5 116.9 13.0 86.6 100.6 14.0 24.1 40.0 27.4 37.5 50.5 Volume/Cap: 0.88 1.05 0.12 0.44 0.49 0.12 0.59 0.26 0.36 0.73 0.39 1.04 Delay/Veh: 97.9 68.6 7.9 74.3 25.7 14.0 76.8 63.3 52.8 70.9 54.8 106.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.9 68.6 7.9 74.3 25.7 14.0 76.8 63.3 52.8 70.9 54.8 106.1 LOS by Move: F E A E C B E- E D- E D- F HCM2k95thQ: 19 98 5 6 27 6 9 6 13 22 13 59 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-99 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 4 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 333*** 2 1 278 Loss Time (sec): 9 0 0 1005 3 Critical V/C: 0.808 3 1514*** 0 Avg Crit Del (sec/veh): 37.6 0 0 0 Avg Delay (sec/veh): 35.0 0 0 LOS: C- t Lanes: 2 1 0 1 0 Final Vol: 1771 636*** 157 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 73 197 24 0 0 0 42 86 0 0 146 46 PasserByVol: 669 55 0 0 0 0 7 87 0 0 69 0 Initial Fut: 1771 636 157 0 0 0 333 1005 0 0 1514 278 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1771 636 157 0 0 0 333 1005 0 0 1514 278 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1771 636 157 0 0 0 333 1005 0 0 1514 278 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1771 636 157 0 0 0 333 1005 0 0 1514 278 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.84 0.93 0.23 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 4653 1671 413 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.38 0.38 0.38 0.00 0.00 0.00 0.11 0.18 0.00 0.00 0.27 0.16 Crit Moves: **** **** **** Green Time: 61.2 61.2 61.2 0.0 0.0 0.0 17.0 59.8 0.0 0.0 42.7 42.7 Volume/Cap: 0.81 0.81 0.81 0.00 0.00 0.00 0.81 0.38 0.00 0.00 0.81 0.48 Delay/Veh: 31.0 31.0 31.0 0.0 0.0 0.0 66.2 23.1 0.0 0.0 42.6 35.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.0 31.0 31.0 0.0 0.0 0.0 66.2 23.1 0.0 0.0 42.6 35.5 LOS by Move: C C C A A A E C A A D D+ HCM2k95thQ: 43 43 43 0 0 0 16 16 0 0 31 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-100 Loss Time (sec): 9 0 0 1051 3 Critical V/C: 0.853 3 1585*** 0 Avg Crit Del (sec/veh): 39.9 0 0 0 Avg Delay (sec/veh): 36.8 0 0 LOS: D+ t Lanes: 2 1 0 1 0 Final Vol: 1905 636*** 157 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 207 197 24 0 0 0 72 132 0 0 217 46 PasserByVol: 669 55 0 0 0 0 7 87 0 0 69 0 Initial Fut: 1905 636 157 0 0 0 363 1051 0 0 1585 278 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1905 636 157 0 0 0 363 1051 0 0 1585 278 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1905 636 157 0 0 0 363 1051 0 0 1585 278 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1905 636 157 0 0 0 363 1051 0 0 1585 278 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.90 0.88 0.22 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 4758 1588 392 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.40 0.40 0.40 0.00 0.00 0.00 0.12 0.18 0.00 0.00 0.28 0.16 Crit Moves: **** **** **** Green Time: 61.0 61.0 61.0 0.0 0.0 0.0 17.6 60.0 0.0 0.0 42.4 42.4 Volume/Cap: 0.85 0.85 0.85 0.00 0.00 0.00 0.85 0.40 0.00 0.00 0.85 0.49 Delay/Veh: 32.9 32.9 32.9 0.0 0.0 0.0 70.2 23.2 0.0 0.0 44.9 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.9 32.9 32.9 0.0 0.0 0.0 70.2 23.2 0.0 0.0 44.9 35.8 LOS by Move: C- C- C- A A A E C A A D D+ HCM2k95thQ: 47 47 47 0 0 0 17 17 0 0 32 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 363*** 2 1 278 Loss Time (sec): 9 0 0 1051 3 Critical V/C: 0.853 3 1585*** 0 Avg Crit Del (sec/veh): 39.9 0 0 0 Avg Delay (sec/veh): 36.8 0 0 LOS: D+ t Lanes: 2 1 0 1 0 Final Vol: 1905 636*** 157 Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1029 384 133 0 0 0 284 832 0 0 1299 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1029 384 133 0 0 0 284 832 0 0 1299 232 Added Vol: 207 197 24 0 0 0 72 132 0 0 217 46 PasserByVol: 669 55 0 0 0 0 7 87 0 0 69 0 Initial Fut: 1905 636 157 0 0 0 363 1051 0 0 1585 278 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1905 636 157 0 0 0 363 1051 0 0 1585 278 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1905 636 157 0 0 0 363 1051 0 0 1585 278 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1905 636 157 0 0 0 363 1051 0 0 1585 278 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.90 0.88 0.22 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 4758 1588 392 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.40 0.40 0.40 0.00 0.00 0.00 0.12 0.18 0.00 0.00 0.28 0.16 Crit Moves: **** **** **** Green Time: 61.0 61.0 61.0 0.0 0.0 0.0 17.6 60.0 0.0 0.0 42.4 42.4 Volume/Cap: 0.85 0.85 0.85 0.00 0.00 0.00 0.85 0.40 0.00 0.00 0.85 0.49 Delay/Veh: 32.9 32.9 32.9 0.0 0.0 0.0 70.2 23.2 0.0 0.0 44.9 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.9 32.9 32.9 0.0 0.0 0.0 70.2 23.2 0.0 0.0 44.9 35.8 LOS by Move: C- C- C- A A A E C A A D D+ HCM2k95thQ: 47 47 47 0 0 0 17 17 0 0 32 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-101 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Sig nal=Protect/Rights=Ignore Final Vol: 0 970 652*** Lanes: 0 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 130 0 0 0 Loss Time (sec): 9 1 0 249*** 1 Critical V/C: 1.086 0 0 0 Avg Crit Del (sec/veh): 107.4 0 0 1 Avg Delay (sec/veh): 83.3 0 0 LOS: F Lanes: 0 0 3 0 1 Final Vol: 0 4134*** 613 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 376 86 73 139 0 0 13 73 0 0 0 PasserByVol: 0 412 10 17 93 0 0 39 29 0 0 0 Initial Fut: 0 4134 613 652 970 0 130 249 337 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4134 613 652 970 0 130 249 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4134 613 652 970 0 130 249 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4134 613 652 970 0 130 249 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.70 1.30 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1269 2430 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.73 0.35 0.21 0.26 0.00 0.10 0.10 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 118 117.6 33.6 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 1.17 0.57 1.17 0.32 0.00 0.65 0.65 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 99.7 11.9 173.7 0.1 0.0 78.3 78.3 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 99.7 11.9 173.7 0.1 0.0 78.3 78.3 0.0 0.0 0.0 0.0 LOS by Move: A F B+ F A A E- E- A A A A HCM2k95thQ: 0 149 21 52 1 0 19 19 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-102 Loss Time (sec): 9 1 0 288 1 Critical V/C: 1.108 0 0 0 � Avg Crit Del (sec/veh): 112.2 � 0 0 1 Avg Delay (sec/veh): 87.3 0 0 LOS: F t Lanes: 0 0 3 0 1 Final Vol: 0 4192*** 613 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 434 86 73 139 0 0 52 90 0 0 0 PasserByVol: 0 412 10 17 93 0 0 39 29 0 0 0 Initial Fut: 0 4192 613 652 970 0 130 288 354 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4192 613 652 970 0 130 288 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4192 613 652 970 0 130 288 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4192 613 652 970 0 130 288 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.64 1.36 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1150 2548 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.74 0.35 0.21 0.26 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 118 118.0 33.2 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 1.18 0.56 1.18 0.32 0.00 0.72 0.72 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 105 11.7 179.1 0.1 0.0 80.9 80.9 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 105 11.7 179.1 0.1 0.0 80.9 80.9 0.0 0.0 0.0 0.0 LOS by Move: A F B+ F A A F F A A A A HCM2k95thQ: 0 153 21 52 1 0 20 20 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Sig nal=Protect/Rights=Ignore Final Vol: 0 970 652*** Lanes: 0 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 130*** 0 0 0 Loss Time (sec): 9 1 0 288 1 Critical V/C: 1.108 0 0 0 � Avg Crit Del (sec/veh): 112.2 � 0 0 1 Avg Delay (sec/veh): 87.3 0 0 LOS: F t Lanes: 0 0 3 0 1 Final Vol: 0 4192*** 613 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 434 86 73 139 0 0 52 90 0 0 0 PasserByVol: 0 412 10 17 93 0 0 39 29 0 0 0 Initial Fut: 0 4192 613 652 970 0 130 288 354 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4192 613 652 970 0 130 288 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4192 613 652 970 0 130 288 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4192 613 652 970 0 130 288 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.64 1.36 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 1150 2548 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.74 0.35 0.21 0.26 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 118 118.0 33.2 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 1.18 0.56 1.18 0.32 0.00 0.72 0.72 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 105 11.7 179.1 0.1 0.0 80.9 80.9 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 105 11.7 179.1 0.1 0.0 80.9 80.9 0.0 0.0 0.0 0.0 LOS by Move: A F B+ F A A F F A A A A HCM2k95thQ: 0 153 21 52 1 0 20 20 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-103 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #52: Lawrence Expressway/ Mitty Way Sig nal=Protect/Rights=Ignore Final Vol: 0 1191 167*** Lanes: 0 0 3 0 4 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 181 0 0 1 0 Loss Time (sec): 9 0 0 0 Critical V/C: 0.891 0 � Avg Crit Del (sec/veh): 59.1 0 0 Avg Delay (sec/veh): 46.0 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0 3914*** 127 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 113*** Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 28 148 148 0 0 0 25 25 25 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3041 127 164 866 0 0 0 0 113 0 741 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3041 127 164 866 0 0 0 0 113 0 741 Added Vol: 0 462 0 0 212 0 0 0 0 0 0 0 PasserByVol: 0 411 0 3 113 7 0 0 0 0 0 12 Initial Fut: 0 3914 127 167 1191 7 0 0 0 113 0 753 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3914 127 167 1191 0 0 0 0 113 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3914 127 167 1191 0 0 0 0 113 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3914 127 167 1191 0 0 0 0 113 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.69 0.07 0.10 0.21 0.00 0.00 0.00 0.00 0.06 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 119 144.2 27.8 147 0.0 0.0 0.0 0.0 24.9 0.0 0.0 Volume/Cap: 0.00 1.04 0.09 0.62 0.26 0.00 0.00 0.00 0.00 0.47 0.00 0.00 Delay/Veh: 0.0 58.0 4.1 76.4 4.1 0.0 0.0 0.0 0.0 73.8 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 58.0 4.1 76.4 4.1 0.0 0.0 0.0 0.0 73.8 0.0 0.0 LOS by Move: A E+ A E- A A A A A E A A HCM2k95thQ: 0 112 3 17 10 0 0 0 0 13 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-104 Loss Time (sec): 9 0 0 0 Critical V/C: 0.902 0 Avg Crit Del (sec/veh): 64.3 0 0 Avg Delay (sec/veh): 49.9 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0 3971*** 127 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 114*** Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 28 148 148 0 0 0 25 25 25 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3041 127 164 866 0 0 0 0 113 0 741 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3041 127 164 866 0 0 0 0 113 0 741 Added Vol: 0 519 0 1 228 0 0 0 0 1 0 1 PasserByVol: 0 411 0 3 113 7 0 0 0 0 0 12 Initial Fut: 0 3971 127 168 1207 7 0 0 0 114 0 754 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3971 127 168 1207 0 0 0 0 114 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3971 127 168 1207 0 0 0 0 114 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3971 127 168 1207 0 0 0 0 114 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.70 0.07 0.10 0.22 0.00 0.00 0.00 0.00 0.07 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 119 144.2 27.8 147 0.0 0.0 0.0 0.0 24.9 0.0 0.0 Volume/Cap: 0.00 1.06 0.09 0.62 0.27 0.00 0.00 0.00 0.00 0.47 0.00 0.00 Delay/Veh: 0.0 63.5 4.1 76.6 4.1 0.0 0.0 0.0 0.0 73.9 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 63.5 4.1 76.6 4.1 0.0 0.0 0.0 0.0 73.9 0.0 0.0 LOS by Move: A E A E- A A A A A E A A HCM2k95thQ: 0 117 3 17 11 0 0 0 0 13 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #52: Lawrence Expressway/ Mitty Way Sig nal=Protect/Rights=Ignore Final Vol: 0 1207 168*** Lanes: 0 0 3 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 181 0 0 1 0 Loss Time (sec): 9 0 0 0 Critical V/C: 0.902 0 Avg Crit Del (sec/veh): 64.3 0 0 Avg Delay (sec/veh): 49.9 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0 3971*** 127 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 114*** Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 28 148 148 0 0 0 25 25 25 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3041 127 164 866 0 0 0 0 113 0 741 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3041 127 164 866 0 0 0 0 113 0 741 Added Vol: 0 519 0 1 228 0 0 0 0 1 0 1 PasserByVol: 0 411 0 3 113 7 0 0 0 0 0 12 Initial Fut: 0 3971 127 168 1207 7 0 0 0 114 0 754 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 3971 127 168 1207 0 0 0 0 114 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 3971 127 168 1207 0 0 0 0 114 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 3971 127 168 1207 0 0 0 0 114 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.70 0.07 0.10 0.22 0.00 0.00 0.00 0.00 0.07 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 119 144.2 27.8 147 0.0 0.0 0.0 0.0 24.9 0.0 0.0 Volume/Cap: 0.00 1.06 0.09 0.62 0.27 0.00 0.00 0.00 0.00 0.47 0.00 0.00 Delay/Veh: 0.0 63.5 4.1 76.6 4.1 0.0 0.0 0.0 0.0 73.9 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 63.5 4.1 76.6 4.1 0.0 0.0 0.0 0.0 73.9 0.0 0.0 LOS by Move: A E A E- A A A A A E A A HCM2k95thQ: 0 117 3 17 11 0 0 0 0 13 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-105 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 462 758 83*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 812*** 2 1 0 Loss Time (sec): 12 0 0 352 2 Critical V/C: 0.996 2 666*** 0 Avg Crit Del (sec/veh): 144.2 0 187 1 Avg Delay (sec/veh): 113.7 1 45 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 338 2698*** 48 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 32 437 0 0 204 8 25 0 5 0 0 0 PasserByVol: 2 321 2 22 73 17 23 12 9 0 4 49 Initial Fut: 338 2698 48 83 758 462 812 352 187 45 666 304 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 338 2698 48 83 758 462 812 352 187 45 666 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 338 2698 48 83 758 462 812 352 187 45 666 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 338 2698 48 83 758 462 812 352 187 45 666 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.47 0.03 0.03 0.13 0.26 0.26 0.09 0.11 0.03 0.18 0.00 Crit Moves **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.01 1.27 0.06 0.35 0.39 0.43 0.95 0.22 0.20 0.43 0.80 0.00 Delay/Veh: 135.4 180 26.9 83.6 51.5 27.6 87.0 33.7 22.7 88.3 75.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 135.4 180 26.9 83.6 51.5 27.6 87.0 33.7 22.7 88.3 75.4 0.0 LOS by Move: F F C F D- C F C- C+ F E- A HCM2k95thQ: 23 110 3 5 21 33 49 12 ll 6 33 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-106 Loss Time (sec): 12 0 0 353 2 Critical V/C: 1.008 2 670*** 0 Avg Crit Del (sec/veh): 152.0 0 202 1 Avg Delay (sec/veh): 122.5 1 45 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 399 2753*** 48 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 93 492 0 1 219 9 25 1 20 0 4 1 PasserByVol: 2 321 2 22 73 17 23 12 9 0 4 49 Initial Fut: 399 2753 48 84 773 463 812 353 202 45 670 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 399 2753 48 84 773 463 812 353 202 45 670 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 399 2753 48 84 773 463 812 353 202 45 670 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 399 2753 48 84 773 463 812 353 202 45 670 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.48 0.03 0.03 0.14 0.26 0.26 0.09 0.12 0.03 0.18 0.00 Crit Moves **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.19 1.30 0.06 0.36 0.40 0.43 0.95 0.22 0.22 0.43 0.81 0.00 Delay/Veh: 195.6 192 26.9 83.7 51.7 27.6 87.0 33.7 22.9 88.3 75.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 195.6 192 26.9 83.7 51.7 27.6 87.0 33.7 22.9 88.3 75.7 0.0 LOS by Move: F F C F D- C F C- C+ F E- A HCM2k95thQ: 32 115 3 6 22 34 49 12 12 6 34 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 463 773 84*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 812*** 2 1 0 Loss Time (sec): 12 0 0 353 2 Critical V/C: 1.008 2 670*** 0 Avg Crit Del (sec/veh): 152.0 0 202 1 Avg Delay (sec/veh): 122.5 1 45 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 399 2753*** 48 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 93 492 0 1 219 9 25 1 20 0 4 1 PasserByVol: 2 321 2 22 73 17 23 12 9 0 4 49 Initial Fut: 399 2753 48 84 773 463 812 353 202 45 670 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 399 2753 48 84 773 463 812 353 202 45 670 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 399 2753 48 84 773 463 812 353 202 45 670 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 399 2753 48 84 773 463 812 353 202 45 670 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.48 0.03 0.03 0.14 0.26 0.26 0.09 0.12 0.03 0.18 0.00 Crit Moves **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.19 1.30 0.06 0.36 0.40 0.43 0.95 0.22 0.22 0.43 0.81 0.00 Delay/Veh: 195.6 192 26.9 83.7 51.7 27.6 87.0 33.7 22.9 88.3 75.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 195.6 192 26.9 83.7 51.7 27.6 87.0 33.7 22.9 88.3 75.7 0.0 LOS by Move: F F C F D- C F C- C+ F E- A HCM2k95thQ: 32 115 3 6 22 34 49 12 12 6 34 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-107 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=lg nore Final Vol: 0 874*** 127 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 95 0 0 1 761 *** Loss Time (sec): 9 0 0 0 Critical V/C: 0.573 0 � Avg Crit Del (sec/veh): 82.1 0 0 Avg Delay (sec/veh): 41.6 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*"* 2511 156 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 257 Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 469 0 0 209 0 0 0 0 0 0 0 PasserByVol: 0 304 0 7 57 11 0 0 0 0 0 24 Initial Fut: 0 2511 156 127 874 11 0 0 0 257 0 761 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2511 156 127 874 0 0 0 0 257 0 761 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2511 156 127 874 0 0 0 0 257 0 761 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 2511 156 127 874 0 0 0 0 257 0 761 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.09 0.07 0.16 0.00 0.00 0.00 0.00 0.15 0.00 0.43 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.78 0.12 0.49 0.22 0.00 0.00 0.00 0.00 0.78 0.00 1.28 Delay/Veh: 0.0 17.2 3.2 38.5 4.6 0.0 0.0 0.0 0.0 47.5 0.0 171.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 17.2 3.2 38.5 4.6 0.0 0.0 0.0 0.0 47.5 0.0 171.1 LOS by Move: A B A D+ A A A A A D A F HCM2k95thQ: 0 30 3 7 6 0 0 0 0 18 0 75 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-108 Loss Time (sec): 9 0 0 0 Critical V/C: 0.581 0 � Avg Crit Del (sec/veh): 83.1 0 0 Avg Delay (sec/veh): 42.2 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*"* 2621 156 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 257 Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 579 0 2 237 0 0 0 0 0 0 6 PasserByVol: 0 304 0 7 57 11 0 0 0 0 0 24 Initial Fut: 0 2621 156 129 902 11 0 0 0 257 0 767 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2621 156 129 902 0 0 0 0 257 0 767 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2621 156 129 902 0 0 0 0 257 0 767 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 2621 156 129 902 0 0 0 0 257 0 767 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.46 0.09 0.07 0.16 0.00 0.00 0.00 0.00 0.15 0.00 0.44 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.81 0.12 0.49 0.23 0.00 0.00 0.00 0.00 0.78 0.00 1.29 Delay/Veh: 0.0 18.2 3.2 38.5 4.6 0.0 0.0 0.0 0.0 47.5 0.0 175.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 18.2 3.2 38.5 4.6 0.0 0.0 0.0 0.0 47.5 0.0 175.4 LOS by Move: A B- A D+ A A A A A D A F HCM2k95thQ: 0 32 2 7 6 0 0 0 0 18 0 76 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=lg nore Final Vol: 0 902- 129 Lanes: 0 0 3 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 95 0 0 1 767*** Loss Time (sec): 9 0 0 0 Critical V/C: 0.581 0 � Avg Crit Del (sec/veh): 83.1 0 0 Avg Delay (sec/veh): 42.2 LOS: D Lanes: 0 0 3 0 1 Final Vol: 0*"* 2621 156 Sig nal=ProtecURights=Oved ap 0 0 0 0 1 257 Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 53 53 14 68 68 0 0 0 18 18 18 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1738 156 120 608 0 0 0 0 257 0 737 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 156 120 608 0 0 0 0 257 0 737 Added Vol: 0 579 0 2 237 0 0 0 0 0 0 6 PasserByVol: 0 304 0 7 57 11 0 0 0 0 0 24 Initial Fut: 0 2621 156 129 902 11 0 0 0 257 0 767 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2621 156 129 902 0 0 0 0 257 0 767 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2621 156 129 902 0 0 0 0 257 0 767 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 2621 156 129 902 0 0 0 0 257 0 767 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.46 0.09 0.07 0.16 0.00 0.00 0.00 0.00 0.15 0.00 0.44 Crit Moves: **** **** **** Green Time: 0.0 53.8 71.8 14.2 68.0 0.0 0.0 0.0 0.0 18.0 0.0 32.2 Volume/Cap: 0.00 0.81 0.12 0.49 0.23 0.00 0.00 0.00 0.00 0.78 0.00 1.29 Delay/Veh: 0.0 18.2 3.2 38.5 4.6 0.0 0.0 0.0 0.0 47.5 0.0 175.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 18.2 3.2 38.5 4.6 0.0 0.0 0.0 0.0 47.5 0.0 175.4 LOS by Move: A B- A D+ A A A A A D A F HCM2k95thQ: 0 32 2 7 6 0 0 0 0 18 0 76 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paae 2-109 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 384 601 112*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 161 468*** 2 1 330 Loss Time (sec): 12 0 0 458 2 Critical V/C: 0.783 2 845*** 0 Avg Crit Del (sec/veh): 63.4 0 155 1 Avg Delay (sec/veh): 53.6 1 60 LOS: D- t Lanes: 2 0 3 0 1 Final Vol: 298 1811*** 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 469 0 0 209 0 0 0 0 0 0 0 PasserByVol: 10 291 0 7 41 8 10 6 2 0 0 4 Initial Fut: 298 1811 106 112 601 384 468 458 155 60 845 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 298 1811 106 112 601 384 468 458 155 60 845 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 298 1811 106 112 601 384 468 458 155 60 845 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 298 1811 106 112 601 384 468 458 155 60 845 330 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.32 0.06 0.04 0.11 0.22 0.15 0.12 0.09 0.03 0.22 0.19 Crit Moves **** **** **** **** Green Time: 27.6 53.0 67.0 17.0 42.4 73.4 31.0 65.0 92.6 14.0 48.0 65.0 Volume/Cap: 0.55 0.97 0.15 0.34 0.40 0.48 0.77 0.30 0.15 0.39 0.75 0.47 Delay/Veh: 62.3 66.6 29.3 67.4 49.0 31.0 67.7 32.7 16.0 71.2 53.7 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.3 66.6 29.3 67.4 49.0 31.0 67.7 32.7 16.0 71.2 53.7 35.8 LOS by Move: E E C E D C E C- B E D- D+ HCM2k95thQ: 16 54 7 6 15 25 24 14 7 7 33 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-110 Loss Time (sec): 12 0 0 458 2 Critical V/C: 0.803 2 845*** 0 Avg Crit Del (sec/veh): 71.8 0 155 1 Avg Delay (sec/veh): 58.7 1 60 LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 298 1921*** 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 579 0 0 237 0 0 0 0 0 0 0 PasserByVol: 10 291 0 7 41 8 10 6 2 0 0 4 Initial Fut: 298 1921 106 112 629 384 468 458 155 60 845 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 298 1921 106 112 629 384 468 458 155 60 845 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 298 1921 106 112 629 384 468 458 155 60 845 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 298 1921 106 112 629 384 468 458 155 60 845 330 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.34 0.06 0.04 0.11 0.22 0.15 0.12 0.09 0.03 0.22 0.19 Crit Moves **** **** **** **** Green Time: 27.6 53.0 67.0 17.0 42.4 73.4 31.0 65.0 92.6 14.0 48.0 65.0 Volume/Cap: 0.55 1.02 0.15 0.34 0.42 0.48 0.77 0.30 0.15 0.39 0.75 0.47 Delay/Veh: 62.3 81.0 29.3 67.4 49.3 31.0 67.7 32.7 16.0 71.2 53.7 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.3 81.0 29.3 67.4 49.3 31.0 67.7 32.7 16.0 71.2 53.7 35.8 LOS by Move: E F C E D C E C- B E D- D+ HCM2k95thQ: 16 61 7 6 15 25 24 14 7 7 33 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 384 629 112*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 161 468*** 2 1 330 Loss Time (sec): 12 0 0 458 2 Critical V/C: 0.803 2 845*** 0 Avg Crit Del (sec/veh): 71.8 0 155 1 Avg Delay (sec/veh): 58.7 1 60 LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 298 1921*** 106 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 26 49 49 17 40 40 31 65 65 14 48 48 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 288 1051 106 105 351 376 458 452 153 60 845 326 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 1051 106 105 351 376 458 452 153 60 845 326 Added Vol: 0 579 0 0 237 0 0 0 0 0 0 0 PasserByVol: 10 291 0 7 41 8 10 6 2 0 0 4 Initial Fut: 298 1921 106 112 629 384 468 458 155 60 845 330 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 298 1921 106 112 629 384 468 458 155 60 845 330 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 298 1921 106 112 629 384 468 458 155 60 845 330 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 298 1921 106 112 629 384 468 458 155 60 845 330 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.34 0.06 0.04 0.11 0.22 0.15 0.12 0.09 0.03 0.22 0.19 Crit Moves **** **** **** **** Green Time: 27.6 53.0 67.0 17.0 42.4 73.4 31.0 65.0 92.6 14.0 48.0 65.0 Volume/Cap: 0.55 1.02 0.15 0.34 0.42 0.48 0.77 0.30 0.15 0.39 0.75 0.47 Delay/Veh: 62.3 81.0 29.3 67.4 49.3 31.0 67.7 32.7 16.0 71.2 53.7 35.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.3 81.0 29.3 67.4 49.3 31.0 67.7 32.7 16.0 71.2 53.7 35.8 LOS by Move: E F C E D C E C- B E D- D+ HCM2k95thQ: 16 61 7 6 15 25 24 14 7 7 33 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-111 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 295 442 37*** Lanes: 1 0 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 159 666*** 2 1 118 Loss Time (sec): 12 0 0 661 3 Critical V/C: 0.636 3 629*** 0 Avg Crit Del (sec/veh): 49.6 0 17 1 Avg Delay (sec/veh): 44.2 1 185 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 86 1450*** 300 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 469 0 0 209 0 0 0 0 0 0 0 PasserByVol: 19 68 2 0 25 32 244 42 0 14 5 0 Initial Fut: 86 1450 300 37 442 295 666 661 17 185 629 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 1450 300 37 442 295 666 661 17 185 629 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 1450 300 37 442 295 666 661 17 185 629 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 1450 300 37 442 295 666 661 17 185 629 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.25 0.17 0.01 0.12 0.17 0.21 0.12 0.01 0.11 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.36 0.69 0.33 0.21 0.33 0.27 0.78 0.33 0.02 0.73 0.49 0.24 Delay/Veh: 70.8 43.1 22.6 72.2 37.9 13.8 58.4 38.0 26.4 74.8 53.8 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.8 43.1 22.6 72.2 37.9 13.8 58.4 38.0 26.4 74.8 53.8 44.1 LOS by Move: E D C+ E D+ B E+ D+ C E D- D HCM2k95thQ: 5 34 17 2 14 13 30 14 1 19 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-112 Loss Time (sec): 12 0 0 661 3 Critical V/C: 0.669 3 629*** 0 Avg Crit Del (sec/veh): 51.7 0 17 1 Avg Delay (sec/veh): 45.5 1 185 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 86 1482*** 300 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 501 0 0 220 17 78 0 0 0 0 0 PasserByVol: 19 68 2 0 25 32 244 42 0 14 5 0 Initial Fut: 86 1482 300 37 453 312 744 661 17 185 629 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 1482 300 37 453 312 744 661 17 185 629 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 1482 300 37 453 312 744 661 17 185 629 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 1482 300 37 453 312 744 661 17 185 629 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.17 0.01 0.12 0.18 0.24 0.12 0.01 0.11 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.36 0.70 0.33 0.21 0.34 0.29 0.87 0.33 0.02 0.73 0.49 0.24 Delay/Veh: 70.8 43.6 22.6 72.2 38.0 13.9 65.3 38.0 26.4 74.8 53.8 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.8 43.6 22.6 72.2 38.0 13.9 65.3 38.0 26.4 74.8 53.8 44.1 LOS by Move: E D C+ E D+ B E D+ C E D- D HCM2k95thQ: 5 35 17 2 15 14 35 14 1 19 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 312 453 37*** Lanes: 1 0 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 159 744*** 2 1 118 Loss Time (sec): 12 0 0 661 3 Critical V/C: 0.669 3 629*** 0 Avg Crit Del (sec/veh): 51.7 0 17 1 Avg Delay (sec/veh): 45.5 1 185 LOS: D t Lanes: 2 0 3 0 1 Final Vol: 86 1482*** 300 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 59 59 9 56 56 39 53 53 22 36 36 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 67 913 298 37 208 263 422 619 17 171 624 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 913 298 37 208 263 422 619 17 171 624 118 Added Vol: 0 501 0 0 220 17 78 0 0 0 0 0 PasserByVol: 19 68 2 0 25 32 244 42 0 14 5 0 Initial Fut: 86 1482 300 37 453 312 744 661 17 185 629 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 1482 300 37 453 312 744 661 17 185 629 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 1482 300 37 453 312 744 661 17 185 629 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 1482 300 37 453 312 744 661 17 185 629 118 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.17 0.01 0.12 0.18 0.24 0.12 0.01 0.11 0.11 0.07 Crit Moves **** **** **** **** Green Time: 12.0 59.0 82.2 9.0 56.0 99.0 43.0 55.8 67.8 23.2 36.0 45.0 Volume/Cap: 0.36 0.70 0.33 0.21 0.34 0.29 0.87 0.33 0.02 0.73 0.49 0.24 Delay/Veh: 70.8 43.6 22.6 72.2 38.0 13.9 65.3 38.0 26.4 74.8 53.8 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.8 43.6 22.6 72.2 38.0 13.9 65.3 38.0 26.4 74.8 53.8 44.1 LOS by Move: E D C+ E D+ B E D+ C E D- D HCM2k95thQ: 5 35 17 2 15 14 35 14 1 19 17 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-113 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 209 800*** 58 Lanes: 0 1 1 0 4 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 194 0 0 45 Loss Time (sec): 12 1 0 81*** 0 Critical V/C: 0.831 1! 187*** 1 Avg Crit Del (sec/veh): 53.0 0 214 0 Avg Delay (sec/veh): 46.2 1 395 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 176*** 1005 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 176 735 176 58 753 209 194 81 214 395 187 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 735 176 58 753 209 194 81 214 395 187 45 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 270 0 0 47 0 0 0 0 0 0 0 Initial Fut: 176 1005 176 58 800 209 194 81 214 395 187 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 1005 176 58 800 209 194 81 214 395 187 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1005 176 58 800 209 194 81 214 395 187 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 1005 176 58 800 209 194 81 214 395 187 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.69 0.31 1.00 1.57 0.43 0.79 0.33 0.88 1.46 0.44 0.10 Final Sat.: 1750 3148 551 1750 2933 766 1428 596 1575 2555 762 183 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.32 0.32 0.03 0.27 0.27 0.14 0.14 0.14 0.15 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 15.7 50.0 50.0 8.4 42.7 42.7 21.2 21.2 37.0 38.4 38.4 38.4 Volume/Cap: 0.83 0.83 0.83 0.51 0.83 0.83 0.83 0.83 0.48 0.52 0.83 0.83 Delay/Veh: 79.2 40.5 40.5 62.7 45.4 45.4 62.4 62.4 38.9 38.6 50.6 50.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.2 40.5 40.5 62.7 45.4 45.4 62.4 62.4 38.9 38.6 50.6 50.6 LOS by Move: E- D D E D D E E D+ D+ D D HCM2k95thQ: 15 37 37 5 34 34 22 22 16 18 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-114 Loss Time (sec): 12 1 0 81*** 0 Critical V/C: 0.831 1! 187*** 1 Avg Crit Del (sec/veh): 48.6 0 214 0 Avg Delay (sec/veh): 46.0 1 395 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 176 1083*** 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 176 735 176 58 753 209 194 81 214 395 187 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 735 176 58 753 209 194 81 214 395 187 45 Added Vol: 0 78 0 0 17 0 0 0 0 0 0 0 PasserByVol: 0 270 0 0 47 0 0 0 0 0 0 0 Initial Fut: 176 1083 176 58 817 209 194 81 214 395 187 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 1083 176 58 817 209 194 81 214 395 187 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1083 176 58 817 209 194 81 214 395 187 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 1083 176 58 817 209 194 81 214 395 187 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.71 0.29 1.00 1.58 0.42 0.79 0.33 0.88 1.46 0.44 0.10 Final Sat.: 1750 3182 517 1750 2946 754 1428 596 1575 2555 762 183 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.34 0.34 0.03 0.28 0.28 0.14 0.14 0.14 0.15 0.25 0.25 Crit Moves **** **** **** **** Green Time: 15.8 52.4 52.4 7.0 43.6 43.6 20.9 20.9 36.7 37.8 37.8 37.8 Volume/Cap: 0.83 0.85 0.85 0.62 0.83 0.83 0.85 0.85 0.48 0.53 0.85 0.85 Delay/Veh: 78.6 39.8 39.8 71.8 44.5 44.5 64.0 64.0 39.1 39.2 52.2 52.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.6 39.8 39.8 71.8 44.5 44.5 64.0 64.0 39.1 39.2 52.2 52.2 LOS by Move: E- D D E D D E E D D D- D- HCM2k95thQ: 15 39 39 5 34 34 22 22 16 18 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 209 817 58*** Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 194 0 0 45 Loss Time (sec): 12 1 0 81*** 0 Critical V/C: 0.831 1! 187*** 1 Avg Crit Del (sec/veh): 48.6 0 214 0 Avg Delay (sec/veh): 46.0 1 395 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 176 1083*** 176 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 176 735 176 58 753 209 194 81 214 395 187 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 735 176 58 753 209 194 81 214 395 187 45 Added Vol: 0 78 0 0 17 0 0 0 0 0 0 0 PasserByVol: 0 270 0 0 47 0 0 0 0 0 0 0 Initial Fut: 176 1083 176 58 817 209 194 81 214 395 187 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 1083 176 58 817 209 194 81 214 395 187 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1083 176 58 817 209 194 81 214 395 187 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 1083 176 58 817 209 194 81 214 395 187 45 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.71 0.29 1.00 1.58 0.42 0.79 0.33 0.88 1.46 0.44 0.10 Final Sat.: 1750 3182 517 1750 2946 754 1428 596 1575 2555 762 183 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.34 0.34 0.03 0.28 0.28 0.14 0.14 0.14 0.15 0.25 0.25 Crit Moves **** **** **** **** Green Time: 15.8 52.4 52.4 7.0 43.6 43.6 20.9 20.9 36.7 37.8 37.8 37.8 Volume/Cap: 0.83 0.85 0.85 0.62 0.83 0.83 0.85 0.85 0.48 0.53 0.85 0.85 Delay/Veh: 78.6 39.8 39.8 71.8 44.5 44.5 64.0 64.0 39.1 39.2 52.2 52.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.6 39.8 39.8 71.8 44.5 44.5 64.0 64.0 39.1 39.2 52.2 52.2 LOS by Move: E- D D E D D E E D D D- D- HCM2k95thQ: 15 39 39 5 34 34 22 22 16 18 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-115 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #58: SR -85 (North) / Saratoga Avenue Sig nal=Split/Rights=lndude Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 85 438*** 2 0 468 Loss Time (sec): 9 0 1 859 2 Critical V/C: 0.672 2 977*** 0 Avg Crit Del (sec/veh): 25.9 0 0 0 Avg Delay (sec/veh): 21.1 0 0 LOS: C+ t Lanes: 1 0 1! 0 1 Final Vol: 233 2*** 493 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 233 2 288 0 0 0 438 794 0 0 946 462 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 2 288 0 0 0 438 794 0 0 946 462 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 205 0 0 0 0 65 0 0 31 6 Initial Fut: 233 2 493 0 0 0 438 859 0 0 977 468 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 2 493 0 0 0 438 859 0 0 977 468 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 2 493 0 0 0 438 859 0 0 977 468 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 2 493 0 0 0 438 859 0 0 977 468 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.95 Lanes: 1.32 0.01 1.67 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 2319 10 3005 0 0 0 3150 3800 0 0 3797 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.20 0.16 0.00 0.00 0.00 0.14 0.23 0.00 0.00 0.26 0.26 Crit Moves: **** **** **** Green Time: 25.9 25.9 25.9 0.0 0.0 0.0 17.6 50.1 0.0 0.0 32.5 32.5 Volume/Cap: 0.33 0.67 0.54 0.00 0.00 0.00 0.67 0.38 0.00 0.00 0.67 0.68 Delay/Veh: 22.9 27.5 25.0 0.0 0.0 0.0 33.8 9.4 0.0 0.0 22.6 22.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 22.9 27.5 25.0 0.0 0.0 0.0 33.8 9.4 0.0 0.0 22.6 22.8 LOS by Move: C+ C C A A A C- A A A C+ C+ HCM2k95thQ: 8 18 14 0 0 0 12 11 0 0 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-116 Loss Time (sec): 9 0 1 874 2 Critical V/C: 0.696 2 994*** 0 Avg Crit Del (sec/veh): 26.5 0 0 0 Avg Delay (sec/veh): 21.7 0 0 LOS: C+ t Lanes: 1 0 1! 0 1 Final Vol: 233 2*** 556 Signal=Spl it/Rights=l ncl u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 233 2 288 0 0 0 438 794 0 0 946 462 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 2 288 0 0 0 438 794 0 0 946 462 Added Vol: 0 0 63 0 0 0 0 15 0 0 17 0 PasserByVol: 0 0 205 0 0 0 0 65 0 0 31 6 Initial Fut: 233 2 556 0 0 0 438 874 0 0 994 468 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 2 556 0 0 0 438 874 0 0 994 468 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 2 556 0 0 0 438 874 0 0 994 468 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 2 556 0 0 0 438 874 0 0 994 468 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.95 Lanes: 1.30 0.01 1.69 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 2274 9 3052 0 0 0 3150 3800 0 0 3805 1792 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.22 0.18 0.00 0.00 0.00 0.14 0.23 0.00 0.00 0.26 0.26 Crit Moves: **** **** **** Green Time: 27.1 27.1 27.1 0.0 0.0 0.0 17.0 48.9 0.0 0.0 31.9 31.9 Volume/Cap: 0.32 0.70 0.57 0.00 0.00 0.00 0.70 0.40 0.00 0.00 0.70 0.70 Delay/Veh: 22.0 27.2 24.7 0.0 0.0 0.0 35.0 10.1 0.0 0.0 23.5 23.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 22.0 27.2 24.7 0.0 0.0 0.0 35.0 10.1 0.0 0.0 23.5 23.5 LOS by Move: C+ C C A A A D+ B+ A A C C HCM2k95thQ: 8 20 15 0 0 0 12 12 0 0 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #58: SR -85 (North) / Saratoga Avenue Sig nal=Split/Rights=Include Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 85 438*** 2 0 468 Loss Time (sec): 9 0 1 874 2 Critical V/C: 0.696 2 994*** 0 Avg Crit Del (sec/veh): 26.5 0 0 0 Avg Delay (sec/veh): 21.7 0 0 LOS: C+ t Lanes: 1 0 1! 0 1 Final Vol: 233 2*** 556 Signal=Spl it/Rights=l ncl u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 233 2 288 0 0 0 438 794 0 0 946 462 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 233 2 288 0 0 0 438 794 0 0 946 462 Added Vol: 0 0 63 0 0 0 0 15 0 0 17 0 PasserByVol: 0 0 205 0 0 0 0 65 0 0 31 6 Initial Fut: 233 2 556 0 0 0 438 874 0 0 994 468 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 2 556 0 0 0 438 874 0 0 994 468 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 2 556 0 0 0 438 874 0 0 994 468 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 2 556 0 0 0 438 874 0 0 994 468 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.95 Lanes: 1.30 0.01 1.69 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.00 1.00 Final Sat.: 2274 9 3052 0 0 0 3150 3800 0 0 3805 1792 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.22 0.18 0.00 0.00 0.00 0.14 0.23 0.00 0.00 0.26 0.26 Crit Moves: **** **** **** Green Time: 27.1 27.1 27.1 0.0 0.0 0.0 17.0 48.9 0.0 0.0 31.9 31.9 Volume/Cap: 0.32 0.70 0.57 0.00 0.00 0.00 0.70 0.40 0.00 0.00 0.70 0.70 Delay/Veh: 22.0 27.2 24.7 0.0 0.0 0.0 35.0 10.1 0.0 0.0 23.5 23.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 22.0 27.2 24.7 0.0 0.0 0.0 35.0 10.1 0.0 0.0 23.5 23.5 LOS by Move: C+ C C A A A D+ B+ A A C C HCM2k95thQ: 8 20 15 0 0 0 12 12 0 0 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-117 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l nd u d e Final Vol: 190 0 241 Lanes: 1 0 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 0 0 0 0 0 Loss Time (sec): 9 0 1053 2 Critical V/C: 0.689 2 647 1 � Avg Crit Del (sec/veh): 22.1 � 0 612"` 0 Avg Delay (sec/veh): 17.4 2 547`*` LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 22 0 0 0 43 0 30 10 0 Initial Fut: 0 0 0 241 0 190 0 1053 612 547 647 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 241 0 190 0 1053 612 547 647 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 241 0 190 0 1053 612 547 647 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 241 0 190 0 1053 612 547 647 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.56 0.00 1.44 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2729 0 2521 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.08 0.00 0.28 0.35 0.17 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.3 0.0 10.3 0.0 40.6 40.6 20.2 60.7 0.0 Volume/Cap: 0.00 0.00 0.00 0.69 0.00 0.59 0.00 0.55 0.69 0.69 0.22 0.00 Delay/Veh: 0.0 0.0 0.0 36.6 0.0 34.1 0.0 13.6 15.8 29.7 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 36.6 0.0 34.1 0.0 13.6 15.8 29.7 2.8 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 11 0 8 0 17 24 14 5 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-118 0 Loss Time (sec): 9 0 1068 2 Critical V/C: 0.693 2 653 1 � Avg Crit Del (sec/veh): 22.2 � 0 612`"` 0 Avg Delay (sec/veh): 17.6 2 558`*` LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 15 0 11 6 0 PasserByVol: 0 0 0 22 0 0 0 43 0 30 10 0 Initial Fut: 0 0 0 241 0 190 0 1068 612 558 653 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 241 0 190 0 1068 612 558 653 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 241 0 190 0 1068 612 558 653 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 241 0 190 0 1068 612 558 653 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.56 0.00 1.44 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2729 0 2521 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.08 0.00 0.28 0.35 0.18 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.2 0.0 10.2 0.0 40.4 40.4 20.4 60.8 0.0 Volume/Cap: 0.00 0.00 0.00 0.69 0.00 0.59 0.00 0.56 0.69 0.69 0.23 0.00 Delay/Veh: 0.0 0.0 0.0 36.8 0.0 34.2 0.0 13.9 16.0 29.6 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 36.8 0.0 34.2 0.0 13.9 16.0 29.6 2.8 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 11 0 9 0 17 24 14 5 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l ncl u d e Final Vol: 190 0 241 Lanes: 1 0 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 0 0 0 0 0 Loss Time (sec): 9 0 1068 2 Critical V/C: 0.693 2 653 1 � Avg Crit Del (sec/veh): 22.2 � 0 612`"` 0 Avg Delay (sec/veh): 17.6 2 558`*` LOS: B Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 219 0 190 0 1010 612 517 637 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 219 0 190 0 1010 612 517 637 0 Added Vol: 0 0 0 0 0 0 0 15 0 11 6 0 PasserByVol: 0 0 0 22 0 0 0 43 0 30 10 0 Initial Fut: 0 0 0 241 0 190 0 1068 612 558 653 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 241 0 190 0 1068 612 558 653 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 241 0 190 0 1068 612 558 653 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 241 0 190 0 1068 612 558 653 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.56 0.00 1.44 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2729 0 2521 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.08 0.00 0.28 0.35 0.18 0.17 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.2 0.0 10.2 0.0 40.4 40.4 20.4 60.8 0.0 Volume/Cap: 0.00 0.00 0.00 0.69 0.00 0.59 0.00 0.56 0.69 0.69 0.23 0.00 Delay/Veh: 0.0 0.0 0.0 36.8 0.0 34.2 0.0 13.9 16.0 29.6 2.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 36.8 0.0 34.2 0.0 13.9 16.0 29.6 2.8 0.0 LOS by Move: A A A D+ A C- A B B C A A HCM2k95thQ: 0 0 0 11 0 9 0 17 24 14 5 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-119 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 166 0 32*** Lanes: 1 0 0 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 130 34*** 1 0 16 Loss Time (sec): 12 0 1 799 2 Critical V/C: 0.532 2 1487*** 1 7;11 Avg Crit Del (sec/veh): 46.6 0 19 0 Avg Delay (sec/veh): 42.6 1 35 LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 273*** 0 37 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 13 35 35 10 32 32 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module:7:15:00 AM Base Vol: 259 0 35 12 0 156 32 562 18 33 1155 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 259 0 35 12 0 156 32 562 18 33 1155 11 Added Vol: 0 0 0 0 0 0 0 110 0 0 192 0 PasserByVol: 0 0 0 18 0 2 0 87 0 0 66 4 Initial Fut: 259 0 35 30 0 158 32 759 18 33 1413 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 273 0 37 32 0 166 34 799 19 35 1487 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 0 37 32 0 166 34 799 19 35 1487 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 0 37 32 0 166 34 799 19 35 1487 16 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.88 0.00 0.12 1.00 0.00 1.00 1.00 2.93 0.07 1.00 2.97 0.03 Final Sat.: 1542 0 208 1750 0 1750 1750 5470 130 1750 5541 59 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.00 0.18 0.02 0.00 0.10 0.02 0.15 0.15 0.02 0.27 0.27 Crit Moves: **** **** **** **** Green Time: 32.0 0.0 32.0 32.0 0.0 45.0 13.0 42.0 42.0 12.0 41.0 41.0 Volume/Cap: 0.72 0.00 0.72 0.07 0.00 0.27 0.19 0.45 0.45 0.22 0.85 0.85 Delay/Veh: 50.6 0.0 50.6 37.7 0.0 31.0 54.2 35.1 35.1 55.3 45.8 45.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.6 0.0 50.6 37.7 0.0 31.0 54.2 35.1 35.1 55.3 45.8 45.8 LOS by Move: D A D D+ A C D- D+ D+ E+ D D HCM2k95thQ: 24 0 24 2 0 10 3 16 16 3 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-120 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 171 0 32*** Lanes: 1 0 0 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 130 36*** 1 0 16 Loss Time (sec): 12 0 1 844 2 Critical V/C: 0.547 2 1558*** 1 7;11 Avg Crit Del (sec/veh): 48.8 0 19 0 Avg Delay (sec/veh): 44.0 1 35 LOS: D t Lanes: 0 0 1! 0 0 Final Vol: 273*** 0 37 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 13 35 35 10 32 32 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 4.5 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module:7:15:00 AM Base Vol: 259 0 35 12 0 156 32 562 18 33 1155 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 259 0 35 12 0 156 32 562 18 33 1155 11 Added Vol: 0 0 0 0 0 4 2 153 0 0 259 0 PasserByVol: 0 0 0 18 0 2 0 87 0 0 66 4 Initial Fut: 259 0 35 30 0 162 34 802 18 33 1480 15 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 273 0 37 32 0 171 36 844 19 35 1558 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 0 37 32 0 171 36 844 19 35 1558 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 273 0 37 32 0 171 36 844 19 35 1558 16 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.88 0.00 0.12 1.00 0.00 1.00 1.00 2.93 0.07 1.00 2.97 0.03 Final Sat.: 1542 0 208 1750 0 1750 1750 5477 123 1750 5544 56 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.00 0.18 0.02 0.00 0.10 0.02 0.15 0.15 0.02 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 32.0 0.0 32.0 32.0 0.0 45.0 13.0 42.0 42.0 12.0 41.0 41.0 Volume/Cap: 0.72 0.00 0.72 0.07 0.00 0.28 0.20 0.48 0.48 0.22 0.89 0.89 Delay/Veh: 50.6 0.0 50.6 37.7 0.0 31.0 54.3 35.4 35.4 55.3 48.5 48.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 50.6 0.0 50.6 37.7 0.0 31.0 54.3 35.4 35.4 55.3 48.5 48.5 LOS by Move: D A D D+ A C D- D+ D+ E+ D D HCM2k95thQ: 24 0 24 2 0 10 3 17 17 3 36 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-121 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 57 74 51 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 45 1 0 68 Loss Time (sec): 9 0 1 724 2 Critical V/C: 0.348 2 1247 1 Avg Crit Del (sec/veh): 29.7 0 120`" 0 Avg Delay (sec/veh): 28.4 1 30`*` LOS: C Lanes: 0 0 1! 0 0 Final Vol: 148 90... 35 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 9 0 0 0 0 9 4 102 4 0 174 0 PasserByVol: 6 0 12 12 0 5 2 100 1 2 54 2 Initial Fut: 142 86 34 49 71 55 43 695 115 29 1197 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 148 90 35 51 74 57 45 724 120 30 1247 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 90 35 51 74 57 45 724 120 30 1247 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 148 90 35 51 74 57 45 724 120 30 1247 68 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.54 0.33 0.13 0.28 0.41 0.31 1.00 2.56 0.44 1.00 2.84 0.16 Final Sat.: 948 574 227 490 710 550 1750 4804 795 1750 5311 288 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.10 0.10 0.10 0.03 0.15 0.15 0.02 0.23 0.23 Crit Moves: **** **** **** Green Time: 51.4 51.4 51.4 51.4 51.4 51.4 12.1 49.6 49.6 20.0 57.5 57.5 Volume/Cap: 0.39 0.39 0.39 0.26 0.26 0.26 0.27 0.39 0.39 0.11 0.53 0.53 Delay/Veh: 28.6 28.6 28.6 26.8 26.8 26.8 55.8 29.4 29.4 47.5 26.6 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.6 28.6 28.6 26.8 26.8 26.8 55.8 29.4 29.4 47.5 26.6 26.6 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 16 16 16 10 10 10 4 15 15 2 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-122 Loss Time (sec): 9 0 1 765 2 Critical V/C: 0.359 2 1308 1 Avg Crit Del (sec/veh): 29.5 0 123`" 0 Avg Delay (sec/veh): 28.3 1 30 - LOS: C Lanes: 0 0 1! 0 0 Final Vol: 152 90... 35 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 13 0 0 0 0 14 5 141 7 0 233 0 PasserByVol: 6 0 12 12 0 5 2 100 1 2 54 2 Initial Fut: 146 86 34 49 71 60 44 734 118 29 1256 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 152 90 35 51 74 63 46 765 123 30 1308 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 90 35 51 74 63 46 765 123 30 1308 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 90 35 51 74 63 46 765 123 30 1308 68 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.55 0.32 0.13 0.27 0.40 0.33 1.00 2.57 0.43 1.00 2.85 0.15 Final Sat.: 961 566 224 476 690 583 1750 4823 775 1750 5324 276 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.11 0.11 0.11 0.03 0.16 0.16 0.02 0.25 0.25 Crit Moves: **** **** **** Green Time: 50.5 50.5 50.5 50.5 50.5 50.5 12.3 50.5 50.5 20.0 58.3 58.3 Volume/Cap: 0.41 0.41 0.41 0.28 0.28 0.28 0.28 0.41 0.41 0.11 0.55 0.55 Delay/Veh: 29.3 29.3 29.3 27.5 27.5 27.5 55.7 29.0 29.0 47.5 26.5 26.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 29.3 29.3 29.3 27.5 27.5 27.5 55.7 29.0 29.0 47.5 26.5 26.5 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 16 16 16 11 11 11 4 16 16 2 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 63 74 51 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 46 1 0 68 Loss Time (sec): 9 0 1 765 2 Critical V/C: 0.359 2 1308 1 Avg Crit Del (sec/veh): 29.5 0 123`" 0 Avg Delay (sec/veh): 28.3 1 30 - LOS: C Lanes: 0 0 1! 0 0 Final Vol: 152 90... 35 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 12 49 49 20 57 57 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 127 86 22 37 71 41 37 493 110 27 969 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 127 86 22 37 71 41 37 493 110 27 969 63 Added Vol: 13 0 0 0 0 14 5 141 7 0 233 0 PasserByVol: 6 0 12 12 0 5 2 100 1 2 54 2 Initial Fut: 146 86 34 49 71 60 44 734 118 29 1256 65 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 152 90 35 51 74 63 46 765 123 30 1308 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 90 35 51 74 63 46 765 123 30 1308 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 90 35 51 74 63 46 765 123 30 1308 68 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.55 0.32 0.13 0.27 0.40 0.33 1.00 2.57 0.43 1.00 2.85 0.15 Final Sat.: 961 566 224 476 690 583 1750 4823 775 1750 5324 276 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.11 0.11 0.11 0.03 0.16 0.16 0.02 0.25 0.25 Crit Moves: **** **** **** Green Time: 50.5 50.5 50.5 50.5 50.5 50.5 12.3 50.5 50.5 20.0 58.3 58.3 Volume/Cap: 0.41 0.41 0.41 0.28 0.28 0.28 0.28 0.41 0.41 0.11 0.55 0.55 Delay/Veh: 29.3 29.3 29.3 27.5 27.5 27.5 55.7 29.0 29.0 47.5 26.5 26.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 29.3 29.3 29.3 27.5 27.5 27.5 55.7 29.0 29.0 47.5 26.5 26.5 LOS by Move: C C C C C C E+ C C D C C HCM2k95thQ: 16 16 16 11 11 11 4 16 16 2 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-123 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 59 4- 56 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 64 1 0 73 Loss Time (sec): 9 0 1 787... 2 Critical V/C: 0.238 2 1289 1 � Avg Crit Del (sec/veh): 19.1 � 0 16 0 Avg Delay (sec/veh): 18.6 1 18`*` LOS: 13 - Lanes: 0 0 1! 0 0 Final Vol: 10 1 27 Sig nal=Permit/Rights=l ncl u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 11 64 64 15 68 68 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 8 1 10 38 4 51 61 543 16 15 1030 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 1 10 38 4 51 61 543 16 15 1030 67 Added Vol: 0 0 0 0 0 0 0 102 0 0 174 0 PasserByVol: 2 0 16 16 0 6 1 118 0 2 46 4 Initial Fut: 10 1 26 54 4 57 62 763 16 17 1250 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 10 1 27 56 4 59 64 787 16 18 1289 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 1 27 56 4 59 64 787 16 18 1289 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 1 27 56 4 59 64 787 16 18 1289 73 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.27 0.03 0.70 0.47 0.03 0.50 1.00 2.94 0.06 1.00 2.83 0.17 Final Sat.: 473 47 1230 822 61 867 1750 5485 115 1750 5299 301 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.07 0.07 0.07 0.04 0.14 0.14 0.01 0.24 0.24 Crit Moves: **** **** **** Green Time: 35.0 35.0 35.0 35.0 35.0 35.0 12.0 71.0 71.0 15.0 74.0 74.0 Volume/Cap: 0.08 0.08 0.08 0.25 0.25 0.25 0.40 0.26 0.26 0.09 0.43 0.43 Delay/Veh: 35.6 35.6 35.6 37.5 37.5 37.5 57.2 15.7 15.7 51.6 16.0 16.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.6 35.6 35.6 37.5 37.5 37.5 57.2 15.7 15.7 51.6 16.0 16.0 LOS by Move: D+ D+ D+ D+ D+ D+ E+ B B D- B B HCM2k95thQ: 2 2 2 8 8 8 5 11 11 1 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-124 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 70 4- 56 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 71 1 0 73 Loss Time (sec): 9 0 1 812... 2 Critical V/C: 0.251 2 1326 1 Avg Crit Del (sec/veh): 19.4 0 24 0 Avg Delay (sec/veh): 19.1 1 18 - LOS: 13 - Lanes: 0 0 1! 0 0 Final Vol: 23 1 27 Sig nal=Permit/Rights=l ncl u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 11 64 64 15 68 68 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 8 1 10 38 4 51 61 543 16 15 1030 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 8 1 10 38 4 51 61 543 16 15 1030 67 Added Vol: 12 0 0 0 0 11 7 127 7 0 210 0 PasserByVol: 2 0 16 16 0 6 1 118 0 2 46 4 Initial Fut: 22 1 26 54 4 68 69 788 23 17 1286 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 23 1 27 56 4 70 71 812 24 18 1326 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 1 27 56 4 70 71 812 24 18 1326 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 1 27 56 4 70 71 812 24 18 1326 73 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.45 0.02 0.53 0.43 0.03 0.54 1.00 2.91 0.09 1.00 2.84 0.16 Final Sat.: 786 36 929 750 56 944 1750 5441 159 1750 5307 293 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.07 0.07 0.07 0.04 0.15 0.15 0.01 0.25 0.25 Crit Moves: **** **** **** Green Time: 35.2 35.2 35.2 35.2 35.2 35.2 11.9 70.8 70.8 15.0 73.9 73.9 Volume/Cap: 0.11 0.11 0.11 0.27 0.27 0.27 0.44 0.27 0.27 0.09 0.44 0.44 Delay/Veh: 35.7 35.7 35.7 37.7 37.7 37.7 57.8 15.9 15.9 51.6 16.3 16.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.7 35.7 35.7 37.7 37.7 37.7 57.8 15.9 15.9 51.6 16.3 16.3 LOS by Move: D+ D+ D+ D+ D+ D+ E+ B B D- B B HCM2k95thQ: 3 3 3 9 9 9 6 11 11 1 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-125 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 101*** 256 102 Lanes: 0 1 0 1 4 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 177*** 1 1 291 Loss Time (sec): 12 0 0 522 3 Critical V/C: 0.565 3 1263*** 0 � Avg Crit Del (sec/veh): 46.2 � 0 147 1 Avg Delay (sec/veh): 40.1 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 109 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 0 0 0 0 0 0 0 102 0 0 174 0 PasserByVol: 2 0 0 42 0 1 12 125 9 0 44 6 Initial Fut: 109 345 27 102 256 101 177 522 147 55 1263 291 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 345 27 102 256 101 177 522 147 55 1263 291 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 345 27 102 256 101 177 522 147 55 1263 291 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 345 27 102 256 101 177 522 147 55 1263 291 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.42 0.58 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2652 1046 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.06 0.10 0.10 0.10 0.09 0.08 0.03 0.22 0.17 Crit Moves: **** **** **** **** Green Time: 26.7 26.7 26.7 25.6 25.6 25.6 26.9 56.8 83.5 28.9 58.8 84.5 Volume/Cap: 0.35 0.56 0.56 0.34 0.56 0.56 0.56 0.24 0.15 0.16 0.56 0.30 Delay/Veh: 54.2 57.2 57.2 54.9 58.0 58.0 58.6 32.0 16.2 50.7 35.9 17.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.2 57.2 57.2 54.9 58.0 58.0 58.6 32.0 16.2 50.7 35.9 17.3 LOS by Move: D- E+ E+ D- E+ E+ E+ C B D D+ B HCM2k95thQ: 9 16 16 9 15 15 15 10 7 5 26 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-126 Loss Time (sec): 12 0 0 536 3 Critical V/C: 0.575 3 1281*** 0 Avg Crit Del (sec/veh): 46.5 0 153 1 Avg Delay (sec/veh): 40.3 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 118 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 9 0 0 0 0 9 6 116 6 0 192 0 PasserByVol: 2 0 0 42 0 1 12 125 9 0 44 6 Initial Fut: 118 345 27 102 256 110 183 536 153 55 1281 291 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 345 27 102 256 110 183 536 153 55 1281 291 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 345 27 102 256 110 183 536 153 55 1281 291 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 345 27 102 256 110 183 536 153 55 1281 291 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.38 0.62 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2587 1112 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.06 0.10 0.10 0.10 0.09 0.09 0.03 0.22 0.17 Crit Moves **** **** **** **** Green Time: 26.2 26.2 26.2 25.8 25.8 25.8 27.3 57.4 83.7 28.5 58.6 84.5 Volume/Cap: 0.39 0.57 0.57 0.34 0.57 0.57 0.57 0.25 0.16 0.17 0.57 0.30 Delay/Veh: 54.9 57.7 57.7 54.7 58.1 58.1 58.6 31.6 16.1 51.0 36.3 17.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.9 57.7 57.7 54.7 58.1 58.1 58.6 31.6 16.1 51.0 36.3 17.3 LOS by Move: D- E+ E+ D- E+ E+ E+ C B D- D+ B HCM2k95thQ: 10 16 16 9 16 16 15 10 7 5 27 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 110 256*** 102 Lanes: 0 1 0 1 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 150 183*** 1 1 291 Loss Time (sec): 12 0 0 536 3 Critical V/C: 0.575 3 1281*** 0 Avg Crit Del (sec/veh): 46.5 0 153 1 Avg Delay (sec/veh): 40.3 1 55 LOS: D t Lanes: 1 1 0 1 0 Final Vol: 118 345 27*** Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 107 345 27 60 256 100 165 295 138 55 1045 285 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 345 27 60 256 100 165 295 138 55 1045 285 Added Vol: 9 0 0 0 0 9 6 116 6 0 192 0 PasserByVol: 2 0 0 42 0 1 12 125 9 0 44 6 Initial Fut: 118 345 27 102 256 110 183 536 153 55 1281 291 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 118 345 27 102 256 110 183 536 153 55 1281 291 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 345 27 102 256 110 183 536 153 55 1281 291 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 118 345 27 102 256 110 183 536 153 55 1281 291 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.85 0.15 1.00 1.38 0.62 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3431 269 1750 2587 1112 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.06 0.10 0.10 0.10 0.09 0.09 0.03 0.22 0.17 Crit Moves **** **** **** **** Green Time: 26.2 26.2 26.2 25.8 25.8 25.8 27.3 57.4 83.7 28.5 58.6 84.5 Volume/Cap: 0.39 0.57 0.57 0.34 0.57 0.57 0.57 0.25 0.16 0.17 0.57 0.30 Delay/Veh: 54.9 57.7 57.7 54.7 58.1 58.1 58.6 31.6 16.1 51.0 36.3 17.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.9 57.7 57.7 54.7 58.1 58.1 58.6 31.6 16.1 51.0 36.3 17.3 LOS by Move: D- E+ E+ D- E+ E+ E+ C B D- D+ B HCM2k95thQ: 10 16 16 9 16 16 15 10 7 5 27 14 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-127 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l nd u d e Final Vol: 18 0 36*** Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 112 1 1 34 0 624*** 2 0 0 0 Loss Time (sec): 9 Critical V/C: 0.223 Avg Crit Del (sec/veh): Avg Delay (sec/veh): LOS: Lanes: 0 0 0 0 Final Vol: 0 0 Signal=Spl it/Rights=l nd u d e 7.5 10.3 B+ 0 0 0 2 246 0 1 5*** Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 30 0 18 78 393 0 5 185 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 18 78 393 0 5 185 26 Added Vol: 0 0 0 6 0 0 34 0 0 0 0 8 PasserByVol: 0 0 0 0 0 0 0 231 0 0 61 0 Initial Fut: 0 0 0 36 0 18 112 624 0 5 246 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 36 0 18 112 624 0 5 246 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 36 0 18 112 624 0 5 246 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 36 0 18 112 624 0 5 246 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.67 0.00 0.33 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 1167 0 583 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.03 0.00 0.03 0.06 0.16 0.00 0.00 0.06 0.02 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 10.1 0.0 10.1 25.1 53.9 0.0 7.0 35.8 35.8 Volume/Cap: 0.00 0.00 0.00 0.24 0.00 0.24 0.20 0.24 0.00 0.03 0.14 0.04 Delay/Veh: 0.0 0.0 0.0 32.1 0.0 32.1 20.3 5.2 0.0 33.5 13.1 12.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 32.1 0.0 32.1 20.3 5.2 0.0 33.5 13.1 12.5 LOS by Move: A A A C- A C- C+ A A C- B B HCM2k95thQ: 0 0 0 3 0 3 4 6 0 0 4 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-128 0 640 2 0 0 0 Loss Time (sec): 9 Critical V/C: 0.494 Avg Crit Del (sec/veh): Avg Delay (sec/veh): LOS: Lanes: 0 0 0 0 Final Vol: 0 0 Signal=Spl it/Rights=l nd u d e 22.2 21.1 C+ 0 0 0 2 289 0 1 5 Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 30 0 18 78 393 0 5 185 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 18 78 393 0 5 185 26 Added Vol: 0 0 0 80 0 88 305 16 0 0 43 143 PasserByVol: 0 0 0 0 0 0 0 231 0 0 61 0 Initial Fut: 0 0 0 110 0 106 383 640 0 5 289 169 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 110 0 106 383 640 0 5 289 169 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 110 0 106 383 640 0 5 289 169 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 110 0 106 383 640 0 5 289 169 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.51 0.00 0.49 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 891 0 859 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.12 0.22 0.17 0.00 0.00 0.08 0.10 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 20.0 0.0 20.0 35.4 33.6 0.0 17.4 15.6 15.6 Volume/Cap: 0.00 0.00 0.00 0.49 0.00 0.49 0.49 0.40 0.00 0.01 0.39 0.49 Delay/Veh: 0.0 0.0 0.0 26.6 0.0 26.6 16.4 16.4 0.0 24.5 28.4 29.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 26.6 0.0 26.6 16.4 16.4 0.0 24.5 28.4 29.8 LOS by Move: A A A C A C B B A C C C HCM2k95thQ: 0 0 0 11 0 11 14 10 0 0 6 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l ncl u d e Final Vol: 106 0 110*** Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 80 383*** 1 1 169*** 0 640 2 0 0 0 Loss Time (sec): 9 Critical V/C: 0.494 Avg Crit Del (sec/veh): Avg Delay (sec/veh): LOS: Lanes: 0 0 0 0 Final Vol: 0 0 Signal=Spl it/Rights=l nd u d e 22.2 21.1 C+ 0 0 0 2 289 0 1 5 Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 30 0 18 78 393 0 5 185 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 18 78 393 0 5 185 26 Added Vol: 0 0 0 80 0 88 305 16 0 0 43 143 PasserByVol: 0 0 0 0 0 0 0 231 0 0 61 0 Initial Fut: 0 0 0 110 0 106 383 640 0 5 289 169 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 110 0 106 383 640 0 5 289 169 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 110 0 106 383 640 0 5 289 169 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 110 0 106 383 640 0 5 289 169 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.51 0.00 0.49 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 891 0 859 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.12 0.00 0.12 0.22 0.17 0.00 0.00 0.08 0.10 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 20.0 0.0 20.0 35.4 33.6 0.0 17.4 15.6 15.6 Volume/Cap: 0.00 0.00 0.00 0.49 0.00 0.49 0.49 0.40 0.00 0.01 0.39 0.49 Delay/Veh: 0.0 0.0 0.0 26.6 0.0 26.6 16.4 16.4 0.0 24.5 28.4 29.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 26.6 0.0 26.6 16.4 16.4 0.0 24.5 28.4 29.8 LOS by Move: A A A C A C B B A C C C HCM2k95thQ: 0 0 0 11 0 11 14 10 0 0 6 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-129 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 408 930*** 241 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 191 111 2 0 206 Loss Time (sec): 12 0 1 185*** 2 Critical V/C: 0.456 1 312 0 Avg Crit Del (sec/veh): 143.3 0 138 1 Avg Delay (sec/veh): 66.2 2 445*** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 230*** 2846 529 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 0 235 0 0 123 0 0 0 0 0 0 0 PasserByVol: 1 208 2 1 29 7 0 0 8 359 29 3 Initial Fut: 230 3603 529 241 1162 408 111 185 138 445 312 206 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 230 2846 529 241 930 408 111 185 138 445 312 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 230 2846 529 241 930 408 111 185 138 445 312 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 230 2846 529 241 930 408 111 185 138 445 312 206 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.18 0.82 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2227 1471 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.50 0.30 0.08 0.16 0.23 0.04 0.05 0.08 0.14 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.55 0.83 0.45 0.86 0.29 0.37 0.45 0.29 0.26 1.82 0.84 0.55 Delay/Veh: 74.4 30.6 13.7 103.6 21.3 16.0 80.7 66.0 48.1 466.0 82.7 58.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 74.4 30.6 13.7 103.6 21.3 16.0 80.7 66.0 48.1 466.0 82.7 58.7 LOS by Move: E C B F C+ B F E D F F E+ HCM2k95thQ: 13 60 24 19 16 20 8 9 12 49 28 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-130 Loss Time (sec): 12 0 1 185*** 2 Critical V/C: 0.470 1 312 0 � Avg Crit Del (sec/veh): 152.2 � 0 154 1 Avg Delay (sec/veh): 69.2 2 462*** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 241*** 2879 540 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 11 276 11 0 151 0 0 0 16 17 0 0 PasserByVol: 1 208 2 1 29 7 0 0 8 359 29 3 Initial Fut: 241 3644 540 241 1190 408 111 185 154 462 312 206 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 241 2879 540 241 952 408 111 185 154 462 312 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 2879 540 241 952 408 111 185 154 462 312 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 241 2879 540 241 952 408 111 185 154 462 312 206 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.18 0.82 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2227 1471 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.51 0.31 0.08 0.17 0.23 0.04 0.05 0.09 0.15 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.57 0.84 0.46 0.86 0.30 0.37 0.45 0.29 0.29 1.89 0.84 0.55 Delay/Veh: 75.1 31.1 13.8 103.6 21.4 16.0 80.7 66.0 48.7 496.6 82.7 58.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.1 31.1 13.8 103.6 21.4 16.0 80.7 66.0 48.7 496.6 82.7 58.7 LOS by Move: E- C B F C+ B F E D F F E+ HCM2k95thQ: 13 62 24 19 17 20 8 9 13 52 28 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 408 952*** 241 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 191 111 2 0 206 Loss Time (sec): 12 0 1 185*** 2 Critical V/C: 0.470 1 312 0 � Avg Crit Del (sec/veh): 152.2 � 0 154 1 Avg Delay (sec/veh): 69.2 2 462*** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 241*** 2879 540 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 24 108 108 16 100 100 14 30 30 14 30 30 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 5.5 5.5 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 229 3160 527 240 1010 401 111 185 130 86 283 203 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 229 3160 527 240 1010 401 111 185 130 86 283 203 Added Vol: 11 276 11 0 151 0 0 0 16 17 0 0 PasserByVol: 1 208 2 1 29 7 0 0 8 359 29 3 Initial Fut: 241 3644 540 241 1190 408 111 185 154 462 312 206 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 241 2879 540 241 952 408 111 185 154 462 312 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 2879 540 241 952 408 111 185 154 462 312 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 241 2879 540 241 952 408 111 185 154 462 312 206 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.18 0.82 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2227 1471 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.51 0.31 0.08 0.17 0.23 0.04 0.05 0.09 0.15 0.14 0.14 Crit Moves: **** **** **** **** Green Time: 25.5 115 129.5 17.0 106 121.0 14.9 31.8 57.3 14.9 31.8 48.8 Volume/Cap: 0.57 0.84 0.46 0.86 0.30 0.37 0.45 0.29 0.29 1.89 0.84 0.55 Delay/Veh: 75.1 31.1 13.8 103.6 21.4 16.0 80.7 66.0 48.7 496.6 82.7 58.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.1 31.1 13.8 103.6 21.4 16.0 80.7 66.0 48.7 496.6 82.7 58.7 LOS by Move: E- C B F C+ B F E D F F E+ HCM2k95thQ: 13 62 24 19 17 20 8 9 13 52 28 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-131 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 219 1125 162*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 449*** 2 1 503*** Loss Time (sec): 12 0 0 232 2 Critical V/C: 1.067 2 368 0 Avg Crit Del (sec/veh): 91.2 0 233 1 Avg Delay (sec/veh): 73.5 2 223 LOS: E Lanes: 1 0 3 0 1 Final Vol: 115 3226*** 76 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 0 235 0 0 123 0 0 0 0 0 0 0 PasserByVol: 2 320 9 39 382 50 59 6 5 5 4 11 Initial Fut: 115 4084 76 162 1406 219 449 232 233 223 368 503 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 115 3226 76 162 1125 219 449 232 233 223 368 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 3226 76 162 1125 219 449 232 233 223 368 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 115 3226 76 162 1125 219 449 232 233 223 368 503 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.57 0.04 0.05 0.20 0.13 0.14 0.06 0.13 0.07 0.10 0.29 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 121.1 24.7 45.6 63.7 16.3 37.3 50.9 Volume/Cap: 0.69 1.06 0.07 0.71 0.39 0.20 1.09 0.25 0.40 0.82 0.49 1.07 Delay/Veh: 90.4 77.5 13.6 91.8 27.0 13.4 149.5 55.3 46.1 98.6 64.7 126.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 90.4 77.5 13.6 91.8 27.0 13.4 149.5 55.3 46.1 98.6 64.7 126.2 LOS by Move: F E- B F C B F E+ D F E F HCM2k95thQ: 12 98 3 11 22 10 35 10 19 17 17 60 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-132 Loss Time (sec): 12 0 0 232 2 Critical V/C: 1.077 2 368 0 Avg Crit Del (sec/veh): 95.8 0 244 1 Avg Delay (sec/veh): 76.5 2 234 LOS: E- Lanes: 1 0 3 0 1 Final Vol: 120 3277*** 78 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 5 299 2 0 184 0 0 0 11 11 0 0 PasserByVol: 2 320 9 39 382 50 59 6 5 5 4 11 Initial Fut: 120 4148 78 162 1467 219 449 232 244 234 368 503 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 3277 78 162 1174 219 449 232 244 234 368 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 3277 78 162 1174 219 449 232 244 234 368 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 3277 78 162 1174 219 449 232 244 234 368 503 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.57 0.04 0.05 0.21 0.13 0.14 0.06 0.14 0.07 0.10 0.29 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 121.1 24.7 45.6 63.7 16.3 37.3 50.9 Volume/Cap: 0.72 1.08 0.07 0.71 0.40 0.20 1.09 0.25 0.41 0.86 0.49 1.07 Delay/Veh: 93.2 83.9 13.7 91.8 27.3 13.4 149.5 55.3 46.5 104.5 64.7 126.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 93.2 83.9 13.7 91.8 27.3 13.4 149.5 55.3 46.5 104.5 64.7 126.2 LOS by Move: F F B F C B F E+ D F E F HCM2k95thQ: 13 102 3 11 23 10 35 10 20 18 17 60 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 219 1174 162*** Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 449*** 2 1 503*** Loss Time (sec): 12 0 0 232 2 Critical V/C: 1.077 2 368 0 Avg Crit Del (sec/veh): 95.8 0 244 1 Avg Delay (sec/veh): 76.5 2 234 LOS: E- Lanes: 1 0 3 0 1 Final Vol: 120 3277*** 78 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 17 96 96 13 91 91 23 42 42 15 33 33 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 113 3529 67 123 901 169 390 226 228 218 364 492 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 3529 67 123 901 169 390 226 228 218 364 492 Added Vol: 5 299 2 0 184 0 0 0 11 11 0 0 PasserByVol: 2 320 9 39 382 50 59 6 5 5 4 11 Initial Fut: 120 4148 78 162 1467 219 449 232 244 234 368 503 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 120 3277 78 162 1174 219 449 232 244 234 368 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 3277 78 162 1174 219 449 232 244 234 368 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 3277 78 162 1174 219 449 232 244 234 368 503 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.57 0.04 0.05 0.21 0.13 0.14 0.06 0.14 0.07 0.10 0.29 Crit Moves **** **** **** **** Green Time: 18.0 101 117.1 13.6 96.4 121.1 24.7 45.6 63.7 16.3 37.3 50.9 Volume/Cap: 0.72 1.08 0.07 0.71 0.40 0.20 1.09 0.25 0.41 0.86 0.49 1.07 Delay/Veh: 93.2 83.9 13.7 91.8 27.3 13.4 149.5 55.3 46.5 104.5 64.7 126.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 93.2 83.9 13.7 91.8 27.3 13.4 149.5 55.3 46.5 104.5 64.7 126.2 LOS by Move: F F B F C B F E+ D F E F HCM2k95thQ: 13 102 3 11 23 10 35 10 20 18 17 60 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-133 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 82 1471*'* 82 Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 159 2 0 146 Loss Time (sec): 12 0 1 84... 0 Critical V/C: 0.514 0 77 1 Avg Crit Del (sec/veh): 33.4 0 119 0 Avg Delay (sec/veh): 35.9 1 131`*` LOS: D+ t Lanes: 1 0 3 0 1 Final Vol: 60*"* 3385 96 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 116 116 11 117 117 16 26 26 15 24 24 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 3859 92 77 1428 66 146 83 118 131 69 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 3859 92 77 1428 66 146 83 118 131 69 138 Added Vol: 0 235 0 0 123 0 0 0 0 0 0 0 PasserByVol: 6 191 4 5 288 16 13 1 1 0 8 8 Initial Fut: 60 4285 96 82 1839 82 159 84 119 131 77 146 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 3385 96 82 1471 82 159 84 119 131 77 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 3385 96 82 1471 82 159 84 119 131 77 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 3385 96 82 1471 82 159 84 119 131 77 146 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.41 0.59 1.00 0.35 0.65 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 745 1055 1750 622 1178 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.59 0.05 0.05 0.26 0.05 0.05 0.11 0.11 0.07 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.6 122 138.3 11.6 124 140.8 17.3 27.4 38.0 15.8 26.0 37.6 Volume/Cap: 0.62 0.92 0.08 0.77 0.40 0.06 0.55 0.78 0.56 0.90 0.91 0.63 Delay/Veh: 94.5 32.5 7.1 111.0 14.9 6.3 80.7 88.3 67.0 127.4 110 69.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 94.5 32.5 7.1 111.0 14.9 6.3 80.7 88.3 67.0 127.4 110 69.6 LOS by Move: F C- A F B A F F E F F E HCM2k95thQ: 7 85 3 10 22 3 11 23 20 19 28 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 11:07:58 2018 Paas 2-134 Loss Time (sec): 12 0 1 84*** 0 Critical V/C: 0.534 0 77 1 Avg Crit Del (sec/veh): 34.3 0 123 0 Avg Delay (sec/veh): 37.0 1 136*** LOS: D+ t Lanes: 1 0 3 0 1 Final Vol: 63*** 3441 99 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 116 116 11 117 117 16 26 26 15 24 24 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 3859 92 77 1428 66 146 83 118 131 69 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 3859 92 77 1428 66 146 83 118 131 69 138 Added Vol: 3 306 3 0 206 0 0 0 4 5 0 0 PasserByVol: 6 191 4 5 288 16 13 1 1 0 8 8 Initial Fut: 63 4356 99 82 1922 82 159 84 123 136 77 146 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 63 3441 99 82 1538 82 159 84 123 136 77 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 3441 99 82 1538 82 159 84 123 136 77 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 63 3441 99 82 1538 82 159 84 123 136 77 146 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.41 0.59 1.00 0.35 0.65 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 730 1070 1750 622 1178 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.60 0.06 0.05 0.27 0.05 0.05 0.12 0.12 0.08 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.6 122 138.3 11.6 124 140.8 17.3 27.4 38.0 15.8 26.0 37.6 Volume/Cap: 0.65 0.94 0.08 0.77 0.42 0.06 0.55 0.80 0.58 0.93 0.91 0.63 Delay/Veh: 97.6 34.2 7.1 111.0 15.2 6.3 80.7 90.0 67.4 136.5 110 69.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.6 34.2 7.1 111.0 15.2 6.3 80.7 90.0 67.4 136.5 110 69.6 LOS by Move: F C- A F B A F F E F F E HCM2k95thQ: 7 88 3 10 23 3 11 24 20 20 28 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 82 1538*** 82 Lanes: 1 0 3 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 159 2 0 146 Loss Time (sec): 12 0 1 84*** 0 Critical V/C: 0.534 0 77 1 Avg Crit Del (sec/veh): 34.3 0 123 0 Avg Delay (sec/veh): 37.0 1 136*** LOS: D+ t Lanes: 1 0 3 0 1 Final Vol: 63*** 3441 99 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 116 116 11 117 117 16 26 26 15 24 24 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 54 3859 92 77 1428 66 146 83 118 131 69 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 3859 92 77 1428 66 146 83 118 131 69 138 Added Vol: 3 306 3 0 206 0 0 0 4 5 0 0 PasserByVol: 6 191 4 5 288 16 13 1 1 0 8 8 Initial Fut: 63 4356 99 82 1922 82 159 84 123 136 77 146 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 63 3441 99 82 1538 82 159 84 123 136 77 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 63 3441 99 82 1538 82 159 84 123 136 77 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 63 3441 99 82 1538 82 159 84 123 136 77 146 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.41 0.59 1.00 0.35 0.65 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 730 1070 1750 622 1178 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.60 0.06 0.05 0.27 0.05 0.05 0.12 0.12 0.08 0.12 0.12 Crit Moves: **** **** **** **** Green Time: 10.6 122 138.3 11.6 124 140.8 17.3 27.4 38.0 15.8 26.0 37.6 Volume/Cap: 0.65 0.94 0.08 0.77 0.42 0.06 0.55 0.80 0.58 0.93 0.91 0.63 Delay/Veh: 97.6 34.2 7.1 111.0 15.2 6.3 80.7 90.0 67.4 136.5 110 69.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.6 34.2 7.1 111.0 15.2 6.3 80.7 90.0 67.4 136.5 110 69.6 LOS by Move: F C- A F B A F F E F F E HCM2k95thQ: 7 88 3 10 23 3 11 24 20 20 28 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 09:19:57 2018 Page 1-1 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Cumulative PM Cumulative PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #1 ? xx.x x.xxx xx.x C- 33.3 0.609 39.5 C- 33.3 0.617 +0.008 39.3 -0.2 ? xx.x x.xxx xx.x #2 ? xx.x x.xxx xx.x C 24.5 0.897 55.8 C 26.6 0.952 +0.055 64.5 +8.7 ? xx.x x.xxx xx.x #3 ? xx.x x.xxx xx.x D- 53.7 0.941 64.9 E 60.5 0.997 +0.056 76.1 +11.2 ? xx.x x.xxx xx.x #4 ? xx.x x.xxx xx.x E 71.4 1.055 85.2 E- 75.5 1.073 +0.018 91.8 +6.6 ? xx.x x.xxx xx.x #5 ? xx.x x.xxx xx.x E 73.8 1.063 87.5 E- 77.6 1.079 +0.016 93.4 +6.0 ? xx.x x.xxx xx.x #6 ? xx.x x.xxx xx.x B+ 10.6 0.677 8.0 B+ 10.6 0.687 +0.010 8.1 +0.1 ? xx.x x.xxx xx.x #7 ? xx.x x.xxx xx.x C 26.3 0.809 27.0 C 26.3 0.819 +0.010 27.3 +0.2 ? xx.x x.xxx xx.x #8 ? xx.x x.xxx xx.x D- 52.0 0.987 61.9 E+ 56.1 1.007 +0.019 67.1 +5.2 ? xx.x x.xxx xx.x #9 ? xx.x x.xxx xx.x C- 33.8 0.956 47.5 D+ 38.4 0.990 +0.033 54.6 +7.1 ? xx.x x.xxx xx.x #10 ? xx.x x.xxx xx.x C+ 21.9 0.885 49.3 C+ 22.9 0.900 +0.015 51.1 +1.9 ? xx.x x.xxx xx.x #11 ? xx.x x.xxx xx.x D- 53.4 0.982 59.5 E- 77.7 1.093 +0.110 97.5 +37.9 ? xx.x x.xxx xx.x #12 ? xx.x x.xxx xx.x E 73.0 1.029 88.2 E- 78.5 1.059 +0.030 96.4 +8.2 ? xx.x x.xxx xx.x #13 ? xx.x x.xxx xx.x C 24.4 0.711 36.1 C 23.9 0.729 +0.018 36.1 -0.0 ? xx.x x.xxx xx.x #14 ? xx.x x.xxx xx.x B 16.0 0.874 20.7 B- 19.0 0.931 +0.057 24.6 +3.9 ? xx.x x.xxx xx.x #15 ? xx.x x.xxx xx.x B 15.2 0.649 26.8 B 16.2 0.704 +0.055 28.1 +1.3 ? xx.x x.xxx xx.x #16 ? xx.x x.xxx xx.x C 27.6 0.764 28.5 C 27.4 0.775 +0.011 28.4 -0.0 ? xx.x x.xxx xx.x #17 ? xx.x x.xxx xx.x C+ 21.6 0.611 22.4 C+ 21.1 0.672 +0.061 22.5 +0.1 ? xx.x x.xxx xx.x #18 ? xx.x x.xxx xx.x C 25.8 0.842 33.3 C 26.7 0.856 +0.014 34.0 +0.7 ? xx.x x.xxx xx.x #19 ? xx.x x.xxx xx.x C- 33.3 0.796 34.2 D+ 35.2 0.874 +0.079 38.0 +3.8 ? xx.x x.xxx xx.x #20 ? xx.x x.xxx xx.x B 12.1 0.481 7.0 B+ 11.2 0.542 +0.062 7.1 +0.1 ? xx.x x.xxx xx.x #21 ? xx.x x.xxx xx.x B 13.7 0.591 14.4 C- 35.0 0.805 +0.214 40.8 +26.4 ? xx.x x.xxx xx.x #22 ? xx.x x.xxx xx.x E 66.9 1.014 91.7 E 73.4 1.057 +0.043 104.3 +12.6 ? xx.x x.xxx xx.x #23 ? xx.x x.xxx xx.x E 64.9 0.946 57.7 E 72.9 0.984 +0.038 65.2 +7.5 ? xx.x x.xxx xx.x #24 ? xx.x x.xxx xx.x C+ 20.2 0.728 33.5 C+ 20.9 0.781 +0.052 34.3 +0.8 ? xx.x x.xxx xx.x #25 ? xx.x x.xxx xx.x C 24.7 0.767 23.9 C 25.5 0.815 +0.048 25.5 +1.5 ? xx.x x.xxx xx.x #26 ? xx.x x.xxx xx.x D- 54.2 0.920 68.8 E 60.1 0.975 +0.054 73.7 +4.9 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 09:19:57 2018 Page 1-2 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Cumulative PM Cumulative PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #27 ? xx.x x.xxx xx.x C- 33.8 0.685 35.9 C- 34.2 0.729 +0.044 36.5 +0.6 ? xx.x x.xxx xx.x #28 ? xx.x x.xxx xx.x C+ 21.6 0.825 24.3 C+ 22.8 0.872 +0.046 27.0 +2.7 ? xx.x x.xxx xx.x #29 ? xx.x x.xxx xx.x B 13.8 0.799 15.2 B 15.8 0.861 +0.062 17.2 +2.0 ? xx.x x.xxx xx.x #30 ? xx.x x.xxx xx.x B+ 10.1 0.592 11.8 B+ 11.0 0.710 +0.118 12.9 +1.1 ? xx.x x.xxx xx.x #31 ? xx.x x.xxx xx.x D+ 36.1 0.679 33.3 E 74.4 1.036 +0.357 92.8 +59.5 ? xx.x x.xxx xx.x #32 ? xx.x x.xxx xx.x E 64.1 1.054 89.3 F 89.7 1.166 +0.112 131.7 +42.3 ? xx.x x.xxx xx.x #33 ? xx.x x.xxx xx.x A 2.9 0.446 3.4 A 2.8 0.476 +0.030 3.4 -0.0 ? xx.x x.xxx xx.x #34 ? xx.x x.xxx xx.x A 4.0 0.430 3.4 A 4.1 0.457 +0.027 3.5 +0.1 ? xx.x x.xxx xx.x #35 ? xx.x x.xxx xx.x D 47.4 0.861 54.6 D 48.8 0.883 +0.023 57.0 +2.4 ? xx.x x.xxx xx.x #36 ? xx.x x.xxx xx.x C 23.5 0.581 22.6 C 23.6 0.604 +0.024 23.1 +0.5 ? xx.x x.xxx xx.x #37 ? xx.x x.xxx xx.x C+ 22.3 0.700 23.3 C+ 22.3 0.771 +0.071 24.2 +0.9 ? xx.x x.xxx xx.x #38 ? xx.x x.xxx xx.x D- 53.0 0.923 63.2 E+ 55.5 0.949 +0.026 68.1 +4.9 ? xx.x x.xxx xx.x #39 ? xx.x x.xxx xx.x C 23.4 0.515 27.2 C 23.9 0.546 +0.031 27.2 +0.0 ? xx.x x.xxx xx.x #40 ? xx.x x.xxx xx.x C 27.2 0.749 35.5 C 28.6 0.800 +0.051 39.8 +4.3 ? xx.x x.xxx xx.x #41 ? xx.x x.xxx xx.x C 28.8 0.556 34.3 D+ 35.3 0.735 +0.179 43.7 +9.5 ? xx.x x.xxx xx.x #42 ? xx.x x.xxx xx.x D 45.7 0.779 48.7 D 50.1 0.886 +0.107 55.8 +7,1 ? xx.x x.xxx xx.x #43 ? xx.x x.xxx xx.x F 100.5 0.837 143.1 F 144.4 0.905 +0.068 211.3 +68.2 ? xx.x x.xxx xx.x #44 ? xx.x x.xxx xx.x F 95.1 0.994 98.5 F 129.0 1.098 +0.104 139.0 +40.6 ? xx.x x.xxx xx.x #45 ? xx.x x.xxx xx.x C 26.4 0.459 26.6 C 27.7 0.489 +0.030 27.7 +1.1 ? xx.x x.xxx xx.x #46 ? xx.x x.xxx xx.x C 25.3 0.736 28.0 C 26.4 0.790 +0.054 29.8 +1.7 ? xx.x x.xxx xx.x #47 ? xx.x x.xxx xx.x D+ 37.9 0.918 43.4 D 46.5 0.980 +0.061 55.9 +12.5 ? xx.x x.xxx xx.x #48 ? xx.x x.xxx xx.x F 94.7 0.919 117.1 F 101.1 0.949 +0.030 128.5 +11.3 ? xx.x x.xxx xx.x #49 ? xx.x x.xxx xx.x E 60.6 0.852 65.6 E 62.8 0.863 +0.012 68.3 +2.7 ? xx.x x.xxx xx.x #50 ? xx.x x.xxx xx.x C 29.3 0.674 25.7 C 30.0 0.694 +0.020 26.1 +0.4 ? xx.x x.xxx xx.x #51 ? xx.x x.xxx xx.x F 86.0 1.072 88.7 F 86.2 1.099 +0.026 89.3 +0.6 ? xx.x x.xxx xx.x #52 ? xx.x x.xxx xx.x B- 19.3 0.739 9.8 B- 19.7 0.754 +0.014 10.3 +0.5 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Mon Jun 18 09:19:57 2018 Page 1-3 Vallco Special Area Specific Plan SJ17-1786 Summary Scenario Comparison Report (With Average Critical Delay) Future Volume Alternative Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK ??? Cumulative PM Cumulative PM Housing Rich Alternative ??? Avg Avg Avg Avg Avg Avg Crit Avg Crit Avg Crit Crit Crit Avg Crit Del Crit Del Del Crit Del Del Crit V/C Del Del Del Crit Del Intersection LOS (sec) V/C (sec) LOS (sec) V/C (sec) LOS (sec) V/C Change (sec) Change LOS (sec) V/C (sec) #53 ? xx.x x.xxx xx.x F 94.5 1.007 132.7 F 99.9 1.032 +0.025 141.8 +9.1 ? xx.x x.xxx xx.x #54 ? xx.x x.xxx xx.x B 15.7 0.562 5.3 B 15.9 0.589 +0.027 5.4 +0.1 ? xx.x x.xxx xx.x #55 ? xx.x x.xxx xx.x D 48.2 0.677 51.6 D 49.7 0.703 +0.025 54.3 +2.7 ? xx.x x.xxx xx.x #56 ? xx.x x.xxx xx.x E+ 56.0 0.816 72.0 E+ 58.6 0.831 +0.015 76.7 +4.7 ? xx.x x.xxx xx.x #57 ? xx.x x.xxx xx.x D 39.7 0.894 50.2 D 40.9 0.919 +0.025 52.9 +2.7 ? xx.x x.xxx xx.x #58 ? xx.x x.xxx xx.x C 27.5 0.709 30.3 C 27.7 0.729 +0.019 30.7 +0.4 ? xx.x x.xxx xx.x #59 ? xx.x x.xxx xx.x B- 19.9 0.568 28.9 C+ 20.2 0.582 +0.014 29.1 +0.2 ? xx.x x.xxx xx.x #60 ? xx.x x.xxx xx.x E+ 58.4 0.722 66.0 E 67.9 0.743 +0.021 79.9 +14.0 ? xx.x x.xxx xx.x #61 ? xx.x x.xxx xx.x C 24.1 0.540 24.9 C 24.6 0.563 +0.023 25.6 +0.7 ? xx.x x.xxx xx.x #62 ? xx.x x.xxx xx.x C+ 21.7 0.337 22.8 C+ 22.6 0.361 +0.024 24.2 +1.4 ? xx.x x.xxx xx.x #63 ? xx.x x.xxx xx.x D+ 36.0 0.601 37.8 D+ 36.1 0.608 +0.008 37.8 +0.0 ? xx.x x.xxx xx.x #64 ? xx.x x.xxx xx.x B 16.4 0.354 16.0 C 29.6 0.785 +0.430 31.8 +15.9 ? xx.x x.xxx xx.x #65 ? xx.x x.xxx xx.x E 74.6 1.097 97.9 E- 77.5 1.120 +0.023 103.4 +5.5 ? xx.x x.xxx xx.x #66 ? xx.x x.xxx xx.x F 84.9 0.924 116.4 F 88.5 0.944 +0.020 123.2 +6.9 ? xx.x x.xxx xx.x #67 ? xx.x x.xxx xx.x D+ 35.0 0.563 32.0 D+ 37.2 0.581 +0.019 32.1 +0.1 ? xx.x x.xxx xx.x Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Final Vol: Lanes: Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 482*** 42 1032 1 0 0 1 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include 0 0 39.5 0 33.3 1304*** 3 C- 1 245 0 0 Lanes: Final Vol: Signal=Spl iURights=l ncl u d e 482*** 42 1032 1 0 0 1 2 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 9 Critical V/C: 0.609 Avg Crit Del (sec/veh): 39.5 Avg Delay (sec/veh): 33.3 LOS: C- t 0 0 0 0 0 0 0 0 Signal=Spl iURights=l ncl u d e Signal=Protect Rights=Ignore Lanes: Final Vol: 0 0 0 2 850 0 2 276*** Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 960 42 468 0 1167 245 201 687 0 Added Vol: 0 0 0 69 0 0 0 112 0 75 107 0 PasserByVol: 0 0 0 3 0 14 0 25 0 0 56 0 Initial Fut: 0 0 0 1032 42 482 0 1304 245 276 850 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 1032 42 482 0 1304 245 276 850 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1032 42 482 0 1304 245 276 850 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 1032 42 482 0 1304 245 276 850 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 0.95 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 2.89 0.11 1.00 0.00 3.34 0.66 2.00 2.00 0.00 Final Sat.: 0 0 0 4755 194 1750 0 6312 1186 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.22 0.22 0.28 0.00 0.21 0.21 0.09 0.22 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 63.3 63.3 63.3 0.0 47.5 47.5 20.1 67.7 0.0 Volume/Cap: 0.00 0.00 0.00 0.48 0.48 0.61 0.00 0.61 0.61 0.61 0.46 0.00 Delay/Veh: 0.0 0.0 0.0 27.0 27.0 30.4 0.0 38.9 38.9 58.6 24.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 27.0 27.0 30.4 0.0 38.9 38.9 58.6 24.3 0.0 LOS by Move: A A A C C C A D+ D+ E+ C A HCM2k95thQ: 0 0 0 22 22 29 0 21 21 12 11 0 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-2 0 0 1361*** 3 Critical V/C: 0.617 2 918 1 Avg Crit Del (sec/veh): 39.3 0 245 0 Avg Delay (sec/veh): 33.3 2 276*** LOS: C- t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 960 42 468 0 1167 245 201 687 0 Added Vol: 0 0 0 127 0 0 0 169 0 75 175 0 PasserByVol: 0 0 0 3 0 14 0 25 0 0 56 0 Initial Fut: 0 0 0 1090 42 482 0 1361 245 276 918 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 1090 42 482 0 1361 245 276 918 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1090 42 482 0 1361 245 276 918 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 1090 42 482 0 1361 245 276 918 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 0.95 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 2.90 0.10 1.00 0.00 3.36 0.64 2.00 2.00 0.00 Final Sat.: 0 0 0 4765 184 1750 0 6354 1144 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.23 0.28 0.00 0.21 0.21 0.09 0.24 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 62.5 62.5 62.5 0.0 48.6 48.6 19.9 68.5 0.0 Volume/Cap: 0.00 0.00 0.00 0.51 0.51 0.62 0.00 0.62 0.62 0.62 0.49 0.00 Delay/Veh: 0.0 0.0 0.0 28.0 28.0 31.1 0.0 38.4 38.4 59.1 24.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 28.0 28.0 31.1 0.0 38.4 38.4 59.1 24.3 0.0 LOS by Move: A A A C C C A D+ D+ E+ C A HCM2k95thQ: 0 0 0 24 24 30 0 22 22 12 12 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #1: Stevens Creek Boulevard / SR 85 Ramps (West) Signal=Spl it/Rights=l ncl u d e Final Vol: 482*** 42 1090 Lanes: 1 0 0 1 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 140 0 0 0 0 Loss Time (sec): 9 0 0 1361*** 3 Critical V/C: 0.617 2 918 1 Avg Crit Del (sec/veh): 39.3 0 245 0 Avg Delay (sec/veh): 33.3 2 276*** LOS: C- t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 7 10 10 0 10 10 7 10 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 960 42 468 0 1167 245 201 687 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 960 42 468 0 1167 245 201 687 0 Added Vol: 0 0 0 127 0 0 0 169 0 75 175 0 PasserByVol: 0 0 0 3 0 14 0 25 0 0 56 0 Initial Fut: 0 0 0 1090 42 482 0 1361 245 276 918 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 0 0 1090 42 482 0 1361 245 276 918 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1090 42 482 0 1361 245 276 918 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 0 0 1090 42 482 0 1361 245 276 918 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.87 0.95 0.92 0.92 0.99 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 2.90 0.10 1.00 0.00 3.36 0.64 2.00 2.00 0.00 Final Sat.: 0 0 0 4765 184 1750 0 6354 1144 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.23 0.28 0.00 0.21 0.21 0.09 0.24 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 62.5 62.5 62.5 0.0 48.6 48.6 19.9 68.5 0.0 Volume/Cap: 0.00 0.00 0.00 0.51 0.51 0.62 0.00 0.62 0.62 0.62 0.49 0.00 Delay/Veh: 0.0 0.0 0.0 28.0 28.0 31.1 0.0 38.4 38.4 59.1 24.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 28.0 28.0 31.1 0.0 38.4 38.4 59.1 24.3 0.0 LOS by Move: A A A C C C A D+ D+ E+ C A HCM2k95thQ: 0 0 0 24 24 30 0 22 22 12 12 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-3 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 148 61*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 470*** 2 1 704*** Loss Time (sec): 9 0 0 1793 3 Critical V/C: 0.897 3 887 0 Avg Crit Del (sec/veh): 55.8 0 0 0 Avg Delay (sec/veh): 24.5 0 0 LOS: C Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 443 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 38 0 0 0 0 181 0 0 182 131 PasserByVol: 0 0 0 0 0 0 5 24 0 0 56 1 Initial Fut: 183 0 443 61 148 0 470 1793 0 0 887 704 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 443 61 148 0 470 1793 0 0 887 704 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 443 61 148 0 470 1793 0 0 887 704 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 443 61 148 0 470 1793 0 0 887 704 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.45 0.00 1.55 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 792 0 2708 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.16 0.06 0.06 0.00 0.15 0.31 0.00 0.00 0.16 0.40 Crit Moves: **** **** **** **** Green Time: 35.7 0.0 35.7 10.0 10.0 0.0 23.1 85.3 0.0 0.0 62.2 62.2 Volume/Cap: 0.91 0.00 0.64 0.79 0.79 0.00 0.91 0.52 0.00 0.00 0.35 0.91 Delay/Veh: 66.0 0.0 47.9 78.8 78.8 0.0 69.2 0.1 0.0 0.0 12.0 31.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.0 0.0 47.9 78.8 78.8 0.0 69.2 0.1 0.0 0.0 12.0 31.0 LOS by Move: E A D E- E- A E A A A B C HCM2k95thQ: 36 0 22 12 12 0 23 2 0 0 8 41 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-4 0 0 1908 3 Critical V/C: 0.952 3 955 0 Avg Crit Del (sec/veh): 64.5 0 0 0 Avg Delay (sec/veh): 26.6 0 0 LOS: C Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 443 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 38 0 0 0 0 296 0 0 250 221 PasserByVol: 0 0 0 0 0 0 5 24 0 0 56 1 Initial Fut: 183 0 443 61 148 0 470 1908 0 0 955 794 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 443 61 148 0 470 1908 0 0 955 794 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 443 61 148 0 470 1908 0 0 955 794 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 443 61 148 0 470 1908 0 0 955 794 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.45 0.00 1.55 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 792 0 2708 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.16 0.06 0.06 0.00 0.15 0.33 0.00 0.00 0.17 0.45 Crit Moves: **** **** **** **** Green Time: 33.5 0.0 33.5 10.0 10.0 0.0 21.6 87.5 0.0 0.0 65.8 65.8 Volume/Cap: 0.97 0.00 0.68 0.79 0.79 0.00 0.97 0.54 0.00 0.00 0.36 0.97 Delay/Veh: 79.4 0.0 50.5 78.8 78.8 0.0 83.5 0.2 0.0 0.0 9.7 37.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.4 0.0 50.5 78.8 78.8 0.0 83.5 0.2 0.0 0.0 9.7 37.8 LOS by Move: E- A D E- E- A F A A A A D+ HCM2k95thQ: 39 0 23 12 12 0 24 2 0 0 7 50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 148 61*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 470*** 2 1 794*** Loss Time (sec): 9 0 0 1908 3 Critical V/C: 0.952 3 955 0 Avg Crit Del (sec/veh): 64.5 0 0 0 Avg Delay (sec/veh): 26.6 0 0 LOS: C Lanes: 0 0 1! 0 1 Final Vol: 183*** 0 443 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 38 0 0 0 0 296 0 0 250 221 PasserByVol: 0 0 0 0 0 0 5 24 0 0 56 1 Initial Fut: 183 0 443 61 148 0 470 1908 0 0 955 794 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 443 61 148 0 470 1908 0 0 955 794 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 443 61 148 0 470 1908 0 0 955 794 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 443 61 148 0 470 1908 0 0 955 794 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 0.45 0.00 1.55 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 792 0 2708 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.16 0.06 0.06 0.00 0.15 0.33 0.00 0.00 0.17 0.45 Crit Moves: **** **** **** **** Green Time: 33.5 0.0 33.5 10.0 10.0 0.0 21.6 87.5 0.0 0.0 65.8 65.8 Volume/Cap: 0.97 0.00 0.68 0.79 0.79 0.00 0.97 0.54 0.00 0.00 0.36 0.97 Delay/Veh: 79.4 0.0 50.5 78.8 78.8 0.0 83.5 0.2 0.0 0.0 9.7 37.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.4 0.0 50.5 78.8 78.8 0.0 83.5 0.2 0.0 0.0 9.7 37.8 LOS by Move: E- A D E- E- A F A A A A D+ HCM2k95thQ: 39 0 23 12 12 0 24 2 0 0 7 50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-5 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 200 503 284*** Lanes: 0 1 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 395*** 1 1 132 Loss Time (sec): 12 0 0 1397 2 Critical V/C: 0.941 2 1083*** 0 Avg Crit Del (sec/veh): 64.9 0 355 1 Avg Delay (sec/veh): 53.7 2 407 LOS: D- t Lanes: 1 0 1 1 0 Final Vol: 226 386*** 308 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 383 310 285 494 183 363 1068 306 409 814 134 Added Vol: 26 0 -3 -1 0 16 29 309 49 -5 212 -2 PasserByVol: 0 3 1 0 9 1 3 20 0 3 57 0 Initial Fut: 226 386 308 284 503 200 395 1397 355 407 1083 132 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 226 386 308 284 503 200 395 1397 355 407 1083 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 386 308 284 503 200 395 1397 355 407 1083 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 226 386 308 284 503 200 395 1397 355 407 1083 132 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.09 0.91 1.00 1.42 0.58 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2057 1641 1750 2647 1052 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.19 0.19 0.16 0.19 0.19 0.23 0.37 0.20 0.13 0.28 0.08 Crit Moves **** **** **** **** Green Time: 21.1 27.9 27.9 24.1 31.0 31.0 33.6 56.2 56.2 19.8 42.4 42.4 Volume/Cap: 0.86 0.94 0.94 0.94 0.86 0.86 0.94 0.92 0.51 0.92 0.94 0.25 Delay/Veh: 81.5 75.4 75.4 93.7 61.4 61.4 70.7 30.9 18.0 76.3 48.5 26.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 81.5 75.4 75.4 93.7 61.4 61.4 70.7 30.9 18.0 76.3 48.5 26.4 LOS by Move: F E- E- F E E E C B E- D C HCM2k95thQ: 23 33 33 29 30 30 33 45 15 20 39 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-6 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 1512 2 Critical V/C: 0.997 2 1241*** 0 Avg Crit Del (sec/veh): 76.1 0 355 1 Avg Delay (sec/veh): 60.5 2 416 LOS: E t Lanes: 1 0 1 1 0 Final Vol: 226 386*** 313 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 383 310 285 494 183 363 1068 306 409 814 134 Added Vol: 26 0 2 13 0 16 29 424 49 4 370 20 PasserByVol: 0 3 1 0 9 1 3 20 0 3 57 0 Initial Fut: 226 386 313 298 503 200 395 1512 355 416 1241 154 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 226 386 313 298 503 200 395 1512 355 416 1241 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 386 313 298 503 200 395 1512 355 416 1241 154 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 226 386 313 298 503 200 395 1512 355 416 1241 154 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.08 0.92 1.00 1.42 0.58 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2042 1656 1750 2647 1052 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.19 0.19 0.17 0.19 0.19 0.23 0.40 0.20 0.13 0.33 0.09 Crit Moves **** **** **** **** Green Time: 20.4 26.5 26.5 23.9 30.0 30.0 31.7 58.2 58.2 19.3 45.9 45.9 Volume/Cap: 0.89 1.00 1.00 1.00 0.89 0.89 1.00 0.96 0.49 0.96 1.00 0.27 Delay/Veh: 87.3 89.9 89.9 109.2 65.0 65.0 87.9 34.6 16.3 85.7 56.5 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.3 89.9 89.9 109.2 65.0 65.0 87.9 34.6 16.3 85.7 56.5 23.7 LOS by Move: F F F F E E F C- B F E+ C HCM2k95thQ: 24 35 35 32 31 31 36 52 14 21 48 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 200 503 298*** Lanes: 0 1 1 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 395*** 1 1 154 Loss Time (sec): 12 0 0 1512 2 Critical V/C: 0.997 2 1241*** 0 Avg Crit Del (sec/veh): 76.1 0 355 1 Avg Delay (sec/veh): 60.5 2 416 LOS: E t Lanes: 1 0 1 1 0 Final Vol: 226 386*** 313 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 383 310 285 494 183 363 1068 306 409 814 134 Added Vol: 26 0 2 13 0 16 29 424 49 4 370 20 PasserByVol: 0 3 1 0 9 1 3 20 0 3 57 0 Initial Fut: 226 386 313 298 503 200 395 1512 355 416 1241 154 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 226 386 313 298 503 200 395 1512 355 416 1241 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 386 313 298 503 200 395 1512 355 416 1241 154 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 226 386 313 298 503 200 395 1512 355 416 1241 154 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.08 0.92 1.00 1.42 0.58 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2042 1656 1750 2647 1052 1750 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.19 0.19 0.17 0.19 0.19 0.23 0.40 0.20 0.13 0.33 0.09 Crit Moves **** **** **** **** Green Time: 20.4 26.5 26.5 23.9 30.0 30.0 31.7 58.2 58.2 19.3 45.9 45.9 Volume/Cap: 0.89 1.00 1.00 1.00 0.89 0.89 1.00 0.96 0.49 0.96 1.00 0.27 Delay/Veh: 87.3 89.9 89.9 109.2 65.0 65.0 87.9 34.6 16.3 85.7 56.5 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.3 89.9 89.9 109.2 65.0 65.0 87.9 34.6 16.3 85.7 56.5 23.7 LOS by Move: F F F F E E F C- B F E+ C HCM2k95thQ: 24 35 35 32 31 31 36 52 14 21 48 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-7 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 201 3095*** 174 Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 147 1 0 67 Loss Time (sec): 12 0 1 430*** 1 Critical V/C: 1.055 0 315 1 Avg Crit Del (sec/veh): 85.2 0 197 0 Avg Delay (sec/veh): 71.4 2 485*** LOS: E t Lanes: 2 0 2 1 0 Final Vol: 201*** 1536 351 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 201 1001 348 135 2272 201 136 430 197 428 303 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 201 1001 348 135 2272 201 136 430 197 428 303 67 Added Vol: 0 466 3 0 807 0 0 0 0 5 0 0 PasserByVol: 0 69 0 39 16 0 11 0 0 52 12 0 Initial Fut: 201 1536 351 174 3095 201 147 430 197 485 315 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 201 1536 351 174 3095 201 147 430 197 485 315 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 201 1536 351 174 3095 201 147 430 197 485 315 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 201 1536 351 174 3095 201 147 430 197 485 315 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.42 0.58 2.00 2.81 0.19 1.00 1.35 0.65 2.00 0.82 0.18 Final Sat.: 3150 4557 1041 3150 5258 341 1750 2537 1162 3150 1484 316 ------------ I---------------II---------------II--------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.34 0.34 0.06 0.59 0.59 0.08 0.17 0.17 0.15 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 9.7 85.0 85.0 13.9 89.3 89.3 13.9 25.7 25.7 23.3 35.1 35.1 Volume/Cap: 1.06 0.63 0.63 0.63 1.06 1.06 0.97 1.06 1.06 1.06 0.97 0.97 Delay/Veh: 155.7 27.0 27.0 75.4 68.4 68.4 135.3 119 119.4 125.6 98.1 98.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 155.7 27.0 27.0 75.4 68.4 68.4 135.3 119 119.4 125.6 98.1 98.1 LOS by Move: F C C E- E E F F F F F F HCM2k95thQ: 14 35 35 10 100 100 20 37 37 34 40 40 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-8 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 1 430*** 1 Critical V/C: 1.073 0 315 1 Avg Crit Del (sec/veh): 91.8 0 205 0 Avg Delay (sec/veh): 75.5 2 492*** LOS: E- t* -t Lanes: 2 0 2 1 0 Final Vol: 211*** 1598 360 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 201 1001 348 135 2272 201 136 430 197 428 303 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 201 1001 348 135 2272 201 136 430 197 428 303 67 Added Vol: 10 528 12 0 858 0 0 0 8 12 0 0 PasserByVol: 0 69 0 39 16 0 11 0 0 52 12 0 Initial Fut: 211 1598 360 174 3146 201 147 430 205 492 315 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 1598 360 174 3146 201 147 430 205 492 315 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 1598 360 174 3146 201 147 430 205 492 315 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 1598 360 174 3146 201 147 430 205 492 315 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.43 0.57 2.00 2.81 0.19 1.00 1.34 0.66 2.00 0.82 0.18 Final Sat.: 3150 4569 1029 3150 5263 336 1750 2505 1194 3150 1484 316 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.35 0.35 0.06 0.60 0.60 0.08 0.17 0.17 0.16 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 10.0 85.6 85.6 13.5 89.1 89.1 13.9 25.6 25.6 23.3 35.0 35.0 Volume/Cap: 1.07 0.65 0.65 0.65 1.07 1.07 0.97 1.07 1.07 1.07 0.97 0.97 Delay/Veh: 159.9 27.1 27.1 76.7 75.3 75.3 136.5 125 125.3 131.3 99.2 99.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 159.9 27.1 27.1 76.7 75.3 75.3 136.5 125 125.3 131.3 99.2 99.2 LOS by Move: F C C E- E- E- F F F F F F HCM2k95thQ: 15 37 37 10 102 102 20 38 38 35 40 40 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #4: Sunnyvale Saratoga Road / Remington Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 201 3146*** 174 Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 147 1 0 67 Loss Time (sec): 12 0 1 430*** 1 Critical V/C: 1.073 0 315 1 Avg Crit Del (sec/veh): 91.8 0 205 0 Avg Delay (sec/veh): 75.5 2 492*** LOS: E- t* -t Lanes: 2 0 2 1 0 Final Vol: 211*** 1598 360 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Remington Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 201 1001 348 135 2272 201 136 430 197 428 303 67 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 201 1001 348 135 2272 201 136 430 197 428 303 67 Added Vol: 10 528 12 0 858 0 0 0 8 12 0 0 PasserByVol: 0 69 0 39 16 0 11 0 0 52 12 0 Initial Fut: 211 1598 360 174 3146 201 147 430 205 492 315 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 211 1598 360 174 3146 201 147 430 205 492 315 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 1598 360 174 3146 201 147 430 205 492 315 67 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 211 1598 360 174 3146 201 147 430 205 492 315 67 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.98 0.95 0.92 0.99 0.95 0.83 0.95 0.95 Lanes: 2.00 2.43 0.57 2.00 2.81 0.19 1.00 1.34 0.66 2.00 0.82 0.18 Final Sat.: 3150 4569 1029 3150 5263 336 1750 2505 1194 3150 1484 316 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.35 0.35 0.06 0.60 0.60 0.08 0.17 0.17 0.16 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 10.0 85.6 85.6 13.5 89.1 89.1 13.9 25.6 25.6 23.3 35.0 35.0 Volume/Cap: 1.07 0.65 0.65 0.65 1.07 1.07 0.97 1.07 1.07 1.07 0.97 0.97 Delay/Veh: 159.9 27.1 27.1 76.7 75.3 75.3 136.5 125 125.3 131.3 99.2 99.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 159.9 27.1 27.1 76.7 75.3 75.3 136.5 125 125.3 131.3 99.2 99.2 LOS by Move: F C C E- E- E- F F F F F F HCM2k95thQ: 15 37 37 10 102 102 20 38 38 35 40 40 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-9 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 363 2987*** 456 Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 337 2 1 166 Loss Time (sec): 12 0 0 1109*** 2 Critical V/C: 1.063 2 557 1 � Avg Crit Del (sec/veh): 87.5 � 0 230 0 Avg Delay (sec/veh): 73.8 2 234*** LOS: E t Lanes: 2 0 2 1 0 Final Vol: 226*** 1659 296 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 216 1159 285 404 2167 357 332 1053 227 215 508 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1159 285 404 2167 357 332 1053 227 215 508 115 Added Vol: 0 450 11 28 783 0 0 33 0 19 42 19 PasserByVol: 10 50 0 24 37 6 5 23 3 0 7 32 Initial Fut: 226 1659 296 456 2987 363 337 1109 230 234 557 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 226 1659 296 456 2987 363 337 1109 230 234 557 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 1659 296 456 2987 363 337 1109 230 234 557 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 226 1659 296 456 2987 363 337 1109 230 234 557 166 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.53 0.47 2.00 2.66 0.34 2.00 2.47 0.53 2.00 2.00 1.00 Final Sat.: 3150 4751 848 3150 4992 607 3150 4637 962 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.35 0.35 0.14 0.60 0.60 0.11 0.24 0.24 0.07 0.15 0.09 Crit Moves: **** **** **** **** Green Time: 10.8 71.3 71.3 29.6 90.0 90.0 19.9 36.0 36.0 11.2 27.3 56.8 Volume/Cap: 1.06 0.78 0.78 0.78 1.06 1.06 0.86 1.06 1.06 1.06 0.86 0.27 Delay/Veh: 154.1 39.5 39.5 69.1 71.0 71.0 85.9 106 106.0 152.8 75.8 37.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 154.1 39.5 39.5 69.1 71.0 71.0 85.9 106 106.0 152.8 75.8 37.0 LOS by Move: F D D E E E F F F F E- D+ HCM2k95thQ: 16 45 45 21 92 92 22 48 48 17 25 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-10 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 1109*** 2 Critical V/C: 1.079 2 557 1 Avg Crit Del (sec/veh): 93.4 0 237 0 Avg Delay (sec/veh): 77.6 2 234*** LOS: E- t* -t Lanes: 2 0 2 1 0 Final Vol: 242*** 1716 296 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 216 1159 285 404 2167 357 332 1053 227 215 508 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1159 285 404 2167 357 332 1053 227 215 508 115 Added Vol: 16 507 11 49 829 0 0 33 7 19 42 43 PasserByVol: 10 50 0 24 37 6 5 23 3 0 7 32 Initial Fut: 242 1716 296 477 3033 363 337 1109 237 234 557 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 242 1716 296 477 3033 363 337 1109 237 234 557 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 242 1716 296 477 3033 363 337 1109 237 234 557 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 242 1716 296 477 3033 363 337 1109 237 234 557 190 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.54 0.46 2.00 2.67 0.33 2.00 2.45 0.55 2.00 2.00 1.00 Final Sat.: 3150 4775 824 3150 5001 598 3150 4613 986 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.36 0.36 0.15 0.61 0.61 0.11 0.24 0.24 0.07 0.15 0.11 Crit Moves: **** **** **** **** Green Time: 11.4 71.3 71.3 30.0 89.9 89.9 19.7 35.7 35.7 11.0 27.0 57.0 Volume/Cap: 1.08 0.81 0.81 0.81 1.08 1.08 0.87 1.08 1.08 1.08 0.87 0.30 Delay/Veh: 157.0 40.4 40.4 70.2 77.2 77.2 87.5 112 111.8 158.2 77.0 37.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 157.0 40.4 40.4 70.2 77.2 77.2 87.5 112 111.8 158.2 77.0 37.5 LOS by Move: F D D E E- E- F F F F E- D+ HCM2k95thQ: 17 47 47 22 95 95 22 49 49 17 25 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #5: Sunnyvale Saratoga Road / Fremont Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 363 3033*** 477 Lanes: 0 1 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 337 2 1 190 0 Loss Time (sec): 12 0 1109*** 2 Critical V/C: 1.079 2 557 1 Avg Crit Del (sec/veh): 93.4 0 237 0 Avg Delay (sec/veh): 77.6 2 234*** LOS: E- t* -t Lanes: 2 0 2 1 0 Final Vol: 242*** 1716 296 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 216 1159 285 404 2167 357 332 1053 227 215 508 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1159 285 404 2167 357 332 1053 227 215 508 115 Added Vol: 16 507 11 49 829 0 0 33 7 19 42 43 PasserByVol: 10 50 0 24 37 6 5 23 3 0 7 32 Initial Fut: 242 1716 296 477 3033 363 337 1109 237 234 557 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 242 1716 296 477 3033 363 337 1109 237 234 557 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 242 1716 296 477 3033 363 337 1109 237 234 557 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 242 1716 296 477 3033 363 337 1109 237 234 557 190 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.83 0.99 0.95 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 2.00 2.54 0.46 2.00 2.67 0.33 2.00 2.45 0.55 2.00 2.00 1.00 Final Sat.: 3150 4775 824 3150 5001 598 3150 4613 986 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.36 0.36 0.15 0.61 0.61 0.11 0.24 0.24 0.07 0.15 0.11 Crit Moves: **** **** **** **** Green Time: 11.4 71.3 71.3 30.0 89.9 89.9 19.7 35.7 35.7 11.0 27.0 57.0 Volume/Cap: 1.08 0.81 0.81 0.81 1.08 1.08 0.87 1.08 1.08 1.08 0.87 0.30 Delay/Veh: 157.0 40.4 40.4 70.2 77.2 77.2 87.5 112 111.8 158.2 77.0 37.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 157.0 40.4 40.4 70.2 77.2 77.2 87.5 112 111.8 158.2 77.0 37.5 LOS by Move: F D D E E- E- F F F F E- D+ HCM2k95thQ: 17 47 47 22 95 95 22 49 49 17 25 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-11 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 95 3135*** 140 Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 165 14 0 1 28 Loss Time (sec): 9 0 0 18*** 11 Critical V/C: 0.677 0 9 0 � Avg Crit Del (sec/veh): 8.0 � 1 32 0 Avg Delay (sec/veh): 10.6 0 14 LOS: B+ t Lanes: 1 0 2 1 0 Final Vol: 47*** 2217 50 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 47 1693 50 140 2295 95 14 18 32 14 9 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 1693 50 140 2295 95 14 18 32 14 9 28 Added Vol: 0 460 0 0 802 0 0 0 0 0 0 0 PasserByVol: 0 64 0 0 38 0 0 0 0 0 0 0 Initial Fut: 47 2217 50 140 3135 95 14 18 32 14 9 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 2217 50 140 3135 95 14 18 32 14 9 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 2217 50 140 3135 95 14 18 32 14 9 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 2217 50 140 3135 95 14 18 32 14 9 28 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.93 0.07 1.00 2.91 0.09 0.22 0.28 0.50 0.61 0.39 1.00 Final Sat.: 1750 5476 124 1750 5435 165 383 492 875 1096 704 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.40 0.40 0.08 0.58 0.58 0.04 0.04 0.04 0.01 0.01 0.02 Crit Moves: **** **** **** Green Time: 7.0 122 121.9 24.1 139 139.0 10.0 10.0 10.0 10.0 10.0 34.1 Volume/Cap: 0.63 0.55 0.55 0.55 0.68 0.68 0.60 0.60 0.60 0.21 0.21 0.08 Delay/Veh: 94.2 9.6 9.6 67.9 5.3 5.3 85.0 85.0 85.0 74.7 74.7 52.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 94.2 9.6 9.6 67.9 5.3 5.3 85.0 85.0 85.0 74.7 74.7 52.9 LOS by Move: F A A E A A F F F E E D- HCM2k95thQ: 5 29 29 12 32 32 9 9 9 3 3 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #6: Sunnyvale Saratoga Road / Cheyenne Drive Signal=Protect/Ri ghts=l ncl ude Final Vol: 95 3189*** 140 Lanes: 0 1 2 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 165 14 0 1 28 Loss Time (sec): 9 0 0 18*** 11 Critical V/C: 0.687 0 9 0 � Avg Crit Del (sec/veh): 8.1 � 1 32 0 Avg Delay (sec/veh): 10.6 0 14 LOS: B+ t Lanes: 1 0 2 1 0 Final Vol: 47*** 2291 50 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Cheyenne Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 47 1693 50 140 2295 95 14 18 32 14 9 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 1693 50 140 2295 95 14 18 32 14 9 28 Added Vol: 0 534 0 0 856 0 0 0 0 0 0 0 PasserByVol: 0 64 0 0 38 0 0 0 0 0 0 0 Initial Fut: 47 2291 50 140 3189 95 14 18 32 14 9 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 2291 50 140 3189 95 14 18 32 14 9 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 2291 50 140 3189 95 14 18 32 14 9 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 2291 50 140 3189 95 14 18 32 14 9 28 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.95 0.95 0.92 Lanes: 1.00 2.93 0.07 1.00 2.91 0.09 0.22 0.28 0.50 0.61 0.39 1.00 Final Sat.: 1750 5480 120 1750 5438 162 383 492 875 1096 704 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.42 0.42 0.08 0.59 0.59 0.04 0.04 0.04 0.01 0.01 0.02 Crit Moves: **** **** **** Green Time: 7.0 123 122.5 23.5 139 139.0 10.0 10.0 10.0 10.0 10.0 33.5 Volume/Cap: 0.63 0.56 0.56 0.56 0.70 0.70 0.60 0.60 0.60 0.21 0.21 0.08 Delay/Veh: 94.2 9.6 9.6 68.9 5.4 5.4 85.0 85.0 85.0 74.7 74.7 53.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 94.2 9.6 9.6 68.9 5.4 5.4 85.0 85.0 85.0 74.7 74.7 53.4 LOS by Move: F A A E A A F F F E E D- HCM2k95thQ: 5 30 30 13 34 34 9 9 9 3 3 3 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-13 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 235 2936*** 191 Lanes: 0 1 2 0 1 4 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 175 75 0 1 53 Loss Time (sec): 9 1 -4- -41�1- 0 105*** 0 Critical V/C: 0.809 0 59 0 � Avg Crit Del (sec/veh): 27.0 � 1 49 1 Avg Delay (sec/veh): 26.3 0 42 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 177*** 2144 117 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 177 1618 117 191 2095 235 75 105 49 42 59 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1618 117 191 2095 235 75 105 49 42 59 53 Added Vol: 0 460 0 0 802 0 0 0 0 0 0 0 PasserByVol: 0 66 0 0 39 0 0 0 0 0 0 0 Initial Fut: 177 2144 117 191 2936 235 75 105 49 42 59 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 2144 117 191 2936 235 75 105 49 42 59 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 2144 117 191 2936 235 75 105 49 42 59 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 2144 117 191 2936 235 75 105 49 42 59 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.84 0.16 1.00 2.77 0.23 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5310 290 1750 5184 415 750 1050 1750 749 1051 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.40 0.40 0.11 0.57 0.57 0.10 0.10 0.03 0.06 0.06 0.03 Crit Moves: **** **** **** Green Time: 21.9 114 113.7 30.7 122 122.5 21.6 21.6 43.5 21.6 21.6 52.3 Volume/Cap: 0.81 0.62 0.62 0.62 0.81 0.81 0.81 0.81 0.11 0.45 0.45 0.10 Delay/Veh: 94.2 18.4 18.4 70.7 19.5 19.5 94.1 94.1 50.9 72.7 72.7 44.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 94.2 18.4 18.4 70.7 19.5 19.5 94.1 94.1 50.9 72.7 72.7 44.4 LOS by Move: F B- B- E B- B- F F D E E D HCM2k95thQ: 19 39 39 18 62 62 21 21 4 11 11 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Page 2-14 1 -4- -41�1- 0 105*** 0 Critical V/C: 0.819 0 59 0 � Avg Crit Del (sec/veh): 27.3 � 1 49 1 Avg Delay (sec/veh): 26.3 0 42 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 177*** 2218 117 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 177 1618 117 191 2095 235 75 105 49 42 59 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1618 117 191 2095 235 75 105 49 42 59 53 Added Vol: 0 534 0 0 856 0 0 0 0 0 0 0 PasserByVol: 0 66 0 0 39 0 0 0 0 0 0 0 Initial Fut: 177 2218 117 191 2990 235 75 105 49 42 59 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 2218 117 191 2990 235 75 105 49 42 59 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 2218 117 191 2990 235 75 105 49 42 59 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 2218 117 191 2990 235 75 105 49 42 59 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.84 0.16 1.00 2.77 0.23 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5319 281 1750 5191 408 750 1050 1750 749 1051 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.42 0.42 0.11 0.58 0.58 0.10 0.10 0.03 0.06 0.06 0.03 Crit Moves: **** **** **** Green Time: 21.6 115 114.6 30.0 123 123.0 21.4 21.4 43.0 21.4 21.4 51.4 Volume/Cap: 0.82 0.64 0.64 0.64 0.82 0.82 0.82 0.82 0.11 0.46 0.46 0.10 Delay/Veh: 96.1 18.2 18.2 71.9 19.6 19.6 95.9 95.9 51.4 73.0 73.0 45.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 96.1 18.2 18.2 71.9 19.6 19.6 95.9 95.9 51.4 73.0 73.0 45.1 LOS by Move: F B- B- E B- B- F F D- E E D HCM2k95thQ: 19 40 40 18 63 63 22 22 4 11 11 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #7: Sunnyvale Saratoga Road / Alberta Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 235 2990*** 191 Lanes: 0 1 2 0 1 4 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 175 75 0 1 53 Loss Time (sec): 9 1 -4- -41�1- 0 105*** 0 Critical V/C: 0.819 0 59 0 � Avg Crit Del (sec/veh): 27.3 � 1 49 1 Avg Delay (sec/veh): 26.3 0 42 LOS: C t Lanes: 1 0 2 1 0 Final Vol: 177*** 2218 117 Signal=Protect/Ri ghts=l ncl ude Street Name: Sunnyvale Saratoga Road Alberta Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 177 1618 117 191 2095 235 75 105 49 42 59 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1618 117 191 2095 235 75 105 49 42 59 53 Added Vol: 0 534 0 0 856 0 0 0 0 0 0 0 PasserByVol: 0 66 0 0 39 0 0 0 0 0 0 0 Initial Fut: 177 2218 117 191 2990 235 75 105 49 42 59 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 2218 117 191 2990 235 75 105 49 42 59 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 2218 117 191 2990 235 75 105 49 42 59 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 2218 117 191 2990 235 75 105 49 42 59 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 2.84 0.16 1.00 2.77 0.23 0.42 0.58 1.00 0.42 0.58 1.00 Final Sat.: 1750 5319 281 1750 5191 408 750 1050 1750 749 1051 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.42 0.42 0.11 0.58 0.58 0.10 0.10 0.03 0.06 0.06 0.03 Crit Moves: **** **** **** Green Time: 21.6 115 114.6 30.0 123 123.0 21.4 21.4 43.0 21.4 21.4 51.4 Volume/Cap: 0.82 0.64 0.64 0.64 0.82 0.82 0.82 0.82 0.11 0.46 0.46 0.10 Delay/Veh: 96.1 18.2 18.2 71.9 19.6 19.6 95.9 95.9 51.4 73.0 73.0 45.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 96.1 18.2 18.2 71.9 19.6 19.6 95.9 95.9 51.4 73.0 73.0 45.1 LOS by Move: F B- B- E B- B- F F D- E E D HCM2k95thQ: 19 40 40 18 63 63 22 22 4 11 11 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-15 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 219 2 1 0 3 0 0 866*** 2 n/a 0 Cycle Time (sec): 346 1 Signal=Protect/Ri ghts=l ncl ude 176 2170*** 417 1 0 3 0 2 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.987 Avg Crit Del (sec/veh): 61.9 Avg Delay (sec/veh): 52.0 LOS: D- -4) *t t Lanes: 2 0 3 0 1 Final Vol: 509*** 1618 678 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 238 1 1 627 0 2 417*** Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 507 1193 635 349 1434 138 191 790 343 326 510 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 507 1193 635 349 1434 138 191 790 343 326 510 165 Added Vol: 2 394 42 57 708 38 28 52 3 59 50 38 PasserByVol: 0 31 1 11 28 0 0 24 0 32 67 35 Initial Fut: 509 1618 678 417 2170 176 219 866 346 417 627 238 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 509 1618 678 417 2170 176 219 866 346 417 627 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 509 1618 678 417 2170 176 219 866 346 417 627 238 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 509 1618 678 417 2170 176 219 866 346 417 627 238 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.43 0.57 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2681 1018 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.28 0.39 0.13 0.38 0.10 0.07 0.23 0.20 0.13 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 22.9 57.3 57.3 19.6 54.0 54.0 11.7 32.3 32.3 18.8 39.4 39.4 Volume/Cap: 0.99 0.69 0.95 0.95 0.99 0.26 0.83 0.99 0.86 0.99 0.83 0.83 Delay/Veh: 87.0 19.3 42.9 82.8 41.0 17.3 82.7 80.8 68.0 100.8 53.0 53.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.0 19.3 42.9 82.8 41.0 17.3 82.7 80.8 68.0 100.8 53.0 53.0 LOS by Move: F B- D F D B F F E F D- D- HCM2k95thQ: 31 26 53 21 52 7 12 37 28 23 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-16 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #8: De Anza Boulevard / Homestead Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 219 2 1 0 3 0 0 887*** 2 n/a 0 Cycle Time (sec): 365 1 Signal=Protect/Ri ghts=l ncl ude 176 2194*** 446 1 0 3 0 2 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 1.007 Avg Crit Del (sec/veh): 67.1 Avg Delay (sec/veh): 56.1 LOS: E+ -4) *t t t Lanes: 2 0 3 0 1 Final Vol: 534*** 1655 678 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 274 1 1 652 0 2 417*** Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 507 1193 635 349 1434 138 191 790 343 326 510 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 507 1193 635 349 1434 138 191 790 343 326 510 165 Added Vol: 27 431 42 86 732 38 28 73 22 59 75 74 PasserByVol: 0 31 1 11 28 0 0 24 0 32 67 35 Initial Fut: 534 1655 678 446 2194 176 219 887 365 417 652 274 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 534 1655 678 446 2194 176 219 887 365 417 652 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 534 1655 678 446 2194 176 219 887 365 417 652 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 534 1655 678 446 2194 176 219 887 365 417 652 274 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.39 0.61 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 2604 1094 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.29 0.39 0.14 0.38 0.10 0.07 0.23 0.21 0.13 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 23.6 56.5 56.5 20.6 53.5 53.5 11.1 32.5 32.5 18.4 39.8 39.8 Volume/Cap: 1.01 0.72 0.96 0.96 1.01 0.26 0.88 1.01 0.90 1.01 0.88 0.88 Delay/Veh: 91.0 20.4 46.8 84.1 46.2 17.6 92.0 85.7 74.5 106.6 56.5 56.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 91.0 20.4 46.8 84.1 46.2 17.6 92.0 85.7 74.5 106.6 56.5 56.5 LOS by Move: F C+ D F D B F F E F E+ E+ HCM2k95thQ: 32 28 55 22 55 7 12 38 30 24 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-17 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 384 2634*** 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 905*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.956 1! 0 0 � Avg Crit Del (sec/veh): 47.5 � 0 0 0 Avg Delay (sec/veh): 33.8 1 644 LOS: C- t Lanes: 2 0 3 0 0 Final Vol: 779*** 1890 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 0 255 0 0 767 12 0 0 0 14 0 200 PasserByVol: 17 19 0 0 22 38 0 0 0 5 0 13 Initial Fut: 779 1890 0 0 2634 384 0 0 0 644 0 905 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 779 1890 0 0 2634 384 0 0 0 644 0 905 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 779 1890 0 0 2634 384 0 0 0 644 0 905 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 779 1890 0 0 2634 384 0 0 0 644 0 905 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.34 0.66 0.00 0.00 0.00 1.42 0.00 1.58 Final Sat.: 3150 5700 0 0 8202 1196 0 0 0 2478 0 2772 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.33 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.26 0.00 0.33 Crit Moves: **** **** **** Green Time: 36.2 83.2 0.0 0.0 47.0 47.0 0.0 0.0 0.0 47.8 0.0 47.8 Volume/Cap: 0.96 0.56 0.00 0.00 0.96 0.96 0.00 0.00 0.00 0.76 0.00 0.96 Delay/Veh: 60.7 0.6 0.0 0.0 38.4 38.4 0.0 0.0 0.0 42.8 0.0 58.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.7 0.6 0.0 0.0 38.4 38.4 0.0 0.0 0.0 42.8 0.0 58.5 LOS by Move: E A A A D+ D+ A A A D A E+ HCM2k95thQ: 36 3 0 0 48 48 0 0 0 34 0 50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-18 0 0 0 0 Critical V/C: 0.990 1! 0 0 Avg Crit Del (sec/veh): 54.6 0 0 0 Avg Delay (sec/veh): 38.4 1 644 LOS: D+ t Lanes: 2 0 3 0 0 Final Vol: 858*** 1947 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 79 312 0 0 811 12 0 0 0 14 0 205 PasserByVol: 17 19 0 0 22 38 0 0 0 5 0 13 Initial Fut: 858 1947 0 0 2678 384 0 0 0 644 0 910 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 858 1947 0 0 2678 384 0 0 0 644 0 910 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 858 1947 0 0 2678 384 0 0 0 644 0 910 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 858 1947 0 0 2678 384 0 0 0 644 0 910 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.35 0.65 0.00 0.00 0.00 1.41 0.00 1.59 Final Sat.: 3150 5700 0 0 8219 1179 0 0 0 2475 0 2775 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.27 0.34 0.00 0.00 0.33 0.33 0.00 0.00 0.00 0.26 0.00 0.33 Crit Moves: **** **** **** Green Time: 38.5 84.6 0.0 0.0 46.1 46.1 0.0 0.0 0.0 46.4 0.0 46.4 Volume/Cap: 0.99 0.57 0.00 0.00 0.99 0.99 0.00 0.00 0.00 0.79 0.00 0.99 Delay/Veh: 65.7 0.2 0.0 0.0 45.3 45.3 0.0 0.0 0.0 44.4 0.0 66.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.7 0.2 0.0 0.0 45.3 45.3 0.0 0.0 0.0 44.4 0.0 66.8 LOS by Move: E A A A D D A A A D A E HCM2k95thQ: 41 2 0 0 52 52 0 0 0 35 0 52 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #9: De Anza Boulevard / 1-280 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 384 2678*** 0 Lanes: 0 1 4 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 910*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.990 1! 0 0 Avg Crit Del (sec/veh): 54.6 0 0 0 Avg Delay (sec/veh): 38.4 1 644 LOS: D+ t Lanes: 2 0 3 0 0 Final Vol: 858*** 1947 0 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 762 1616 0 0 1845 334 0 0 0 625 0 692 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 762 1616 0 0 1845 334 0 0 0 625 0 692 Added Vol: 79 312 0 0 811 12 0 0 0 14 0 205 PasserByVol: 17 19 0 0 22 38 0 0 0 5 0 13 Initial Fut: 858 1947 0 0 2678 384 0 0 0 644 0 910 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 858 1947 0 0 2678 384 0 0 0 644 0 910 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 858 1947 0 0 2678 384 0 0 0 644 0 910 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 858 1947 0 0 2678 384 0 0 0 644 0 910 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 0.00 0.00 4.35 0.65 0.00 0.00 0.00 1.41 0.00 1.59 Final Sat.: 3150 5700 0 0 8219 1179 0 0 0 2475 0 2775 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.27 0.34 0.00 0.00 0.33 0.33 0.00 0.00 0.00 0.26 0.00 0.33 Crit Moves: **** **** **** Green Time: 38.5 84.6 0.0 0.0 46.1 46.1 0.0 0.0 0.0 46.4 0.0 46.4 Volume/Cap: 0.99 0.57 0.00 0.00 0.99 0.99 0.00 0.00 0.00 0.79 0.00 0.99 Delay/Veh: 65.7 0.2 0.0 0.0 45.3 45.3 0.0 0.0 0.0 44.4 0.0 66.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.7 0.2 0.0 0.0 45.3 45.3 0.0 0.0 0.0 44.4 0.0 66.8 LOS by Move: E A A A D D A A A D A E HCM2k95thQ: 41 2 0 0 52 52 0 0 0 35 0 52 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-19 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 2590 748 - Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 398 1 0 0 Loss Time (sec): 9 0 0 26... 1! Critical V/C: 0.885 0 0 0 � Avg Crit Del (sec/veh): 49.3 � 0 524 1 Avg Delay(sec/veh): 21.9 0 0 LOS: C+ Lanes: 0 0 5 0 1 Final Vol: 0 2192 547`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 239 26 310 471 0 17 0 0 0 0 0 PasserByVol: 0 24 2 10 17 0 12 0 17 0 0 0 Initial Fut: 0 2192 547 748 2590 0 398 26 524 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2192 547 748 2590 0 398 26 524 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2192 547 748 2590 0 398 26 524 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2192 547 748 2590 0 398 26 524 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.41 0.05 1.54 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2465 93 2691 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.23 0.31 0.24 0.45 0.00 0.16 0.28 0.19 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 49.4 49.4 37.6 87.0 0.0 44.0 44.0 44.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.65 0.89 0.89 0.73 0.00 0.51 0.89 0.62 0.00 0.00 0.00 Delay/Veh: 0.0 24.7 41.5 48.2 0.8 0.0 39.5 54.6 41.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 24.7 41.5 48.2 0.8 0.0 39.5 54.6 41.6 0.0 0.0 0.0 LOS by Move: A C D D A A D D- D A A A HCM2k95thQ: 0 23 39 29 1 0 20 40 25 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-20 0 0 26... 1! Critical V/C: 0.900 0 0 0 � Avg Crit Del (sec/veh): 51.1 � 0 569 1 Avg Delay (sec/veh): 22.9 0 0 LOS: C+ Lanes: 0 0 5 0 1 Final Vol: 0 2327 547`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 374 26 314 511 0 17 0 45 0 0 0 PasserByVol: 0 24 2 10 17 0 12 0 17 0 0 0 Initial Fut: 0 2327 547 752 2630 0 398 26 569 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2327 547 752 2630 0 398 26 569 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2327 547 752 2630 0 398 26 569 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2327 547 752 2630 0 398 26 569 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.39 0.05 1.56 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2434 89 2727 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.31 0.24 0.46 0.00 0.16 0.29 0.21 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 48.6 48.6 37.1 85.7 0.0 45.3 45.3 45.3 0.0 0.0 0.0 Volume/Cap: 0.00 0.71 0.90 0.90 0.75 0.00 0.51 0.90 0.65 0.00 0.00 0.00 Delay/Veh: 0.0 26.2 44.5 50.4 1.0 0.0 38.5 55.3 41.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 26.2 44.5 50.4 1.0 0.0 38.5 55.3 41.5 0.0 0.0 0.0 LOS by Move: A C D D A A D+ E+ D A A A HCM2k95thQ: 0 26 40 29 1 0 20 42 26 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #10: De Anza Boulevard / 1-280 Ramps (South) Sig nal=Protect/Rights=Include Final Vol: 0 2630 752 - Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 398 1 0 0 Loss Time (sec): 9 0 0 26... 1! Critical V/C: 0.900 0 0 0 � Avg Crit Del (sec/veh): 51.1 � 0 569 1 Avg Delay (sec/veh): 22.9 0 0 LOS: C+ Lanes: 0 0 5 0 1 Final Vol: 0 2327 547`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard I-280 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1929 519 428 2102 0 369 26 507 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1929 519 428 2102 0 369 26 507 0 0 0 Added Vol: 0 374 26 314 511 0 17 0 45 0 0 0 PasserByVol: 0 24 2 10 17 0 12 0 17 0 0 0 Initial Fut: 0 2327 547 752 2630 0 398 26 569 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2327 547 752 2630 0 398 26 569 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2327 547 752 2630 0 398 26 569 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2327 547 752 2630 0 398 26 569 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 Lanes: 0.00 5.00 1.00 2.00 3.00 0.00 1.39 0.05 1.56 0.00 0.00 0.00 Final Sat.: 0 9500 1750 3150 5700 0 2434 89 2727 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.31 0.24 0.46 0.00 0.16 0.29 0.21 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 48.6 48.6 37.1 85.7 0.0 45.3 45.3 45.3 0.0 0.0 0.0 Volume/Cap: 0.00 0.71 0.90 0.90 0.75 0.00 0.51 0.90 0.65 0.00 0.00 0.00 Delay/Veh: 0.0 26.2 44.5 50.4 1.0 0.0 38.5 55.3 41.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 26.2 44.5 50.4 1.0 0.0 38.5 55.3 41.5 0.0 0.0 0.0 LOS by Move: A C D D A A D+ E+ D A A A HCM2k95thQ: 0 26 40 29 1 0 20 42 26 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-21 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 266 2 0 1 3 0 0 1162*** 2 n/a 0 Cycle Time (sec): 401 1 Signal=Protect/Ri ghts=l ncl ude 409 2136*** 662 0 1 3 0 2 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.982 Avg Crit Del (sec/veh): 59.5 Avg Delay (sec/veh): 53.4 LOS: D- -4) *t t Lanes: 2 0 3 0 1 Final Vol: 444*** 882 252 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 1 306 0 2 842 0 2 353*** Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 430 729 218 560 1787 350 189 942 374 275 618 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 430 729 218 560 1787 350 189 942 374 275 618 246 Added Vol: 14 149 5 73 339 59 77 186 27 14 138 39 PasserByVol: 0 4 29 29 10 0 0 34 0 64 86 21 Initial Fut: 444 882 252 662 2136 409 266 1162 401 353 842 306 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 444 882 252 662 2136 409 266 1162 401 353 842 306 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 444 882 252 662 2136 409 266 1162 401 353 842 306 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 444 882 252 662 2136 409 266 1162 401 353 842 306 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.33 0.67 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 6293 1205 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.15 0.14 0.21 0.34 0.34 0.08 0.31 0.23 0.11 0.22 0.17 Crit Moves: **** **** **** **** Green Time: 20.1 29.0 29.0 39.4 48.4 48.4 16.4 43.6 43.6 16.0 43.1 43.1 Volume/Cap: 0.98 0.75 0.69 0.75 0.98 0.98 0.72 0.98 0.74 0.98 0.72 0.57 Delay/Veh: 90.7 45.6 48.2 37.3 43.2 43.2 66.3 69.8 48.3 104.5 45.3 42.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 90.7 45.6 48.2 37.3 43.2 43.2 66.3 69.8 48.3 104.5 45.3 42.1 LOS by Move: F D D D+ D D E E D F D D HCM2k95thQ: 24 21 19 25 50 50 12 42 26 20 27 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-22 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #11: De Anza Boulevard / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 266 2 0 1 3 0 0 1296*** 2 n/a 0 Cycle Time (sec): 401 1 Signal=Protect/Ri ghts=l ncl ude 409 2136*** 747 0 1 3 0 2 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 1.093 Avg Crit Del (sec/veh): 97.5 Avg Delay (sec/veh): 77.7 LOS: E- -4) *t t Lanes: 2 0 3 0 1 Final Vol: 444*** 882 339 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 1 442 0 2 1031 0 2 559*** Street Name: De Anza Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 430 729 218 560 1787 350 189 942 374 275 618 246 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 430 729 218 560 1787 350 189 942 374 275 618 246 Added Vol: 14 149 92 158 339 59 77 320 27 220 327 175 PasserByVol: 0 4 29 29 10 0 0 34 0 64 86 21 Initial Fut: 444 882 339 747 2136 409 266 1296 401 559 1031 442 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 444 882 339 747 2136 409 266 1296 401 559 1031 442 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 444 882 339 747 2136 409 266 1296 401 559 1031 442 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 444 882 339 747 2136 409 266 1296 401 559 1031 442 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.99 0.95 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.33 0.67 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 6293 1205 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.15 0.19 0.24 0.34 0.34 0.08 0.34 0.23 0.18 0.27 0.25 Crit Moves: **** **** **** **** Green Time: 18.1 27.7 27.7 33.9 43.5 43.5 15.8 43.7 43.7 22.7 50.7 50.7 Volume/Cap: 1.09 0.78 0.98 0.98 1.09 1.09 0.75 1.09 0.73 1.09 0.75 0.70 Delay/Veh: 126.9 48.2 89.5 69.0 83.1 83.1 68.8 103 48.1 126.0 41.4 41.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 126.9 48.2 89.5 69.0 83.1 83.1 68.8 103 48.1 126.0 41.4 41.6 LOS by Move: F D F E F F E F D F D D HCM2k95thQ: 27 21 31 37 57 57 12 53 26 33 31 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-23 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Split Final Vol: Lanes: Rights=Include 126 1 0 1 3 0 1 122 0 n/a 0 Cycle Time (sec): 524*** 1 Signal=Protect/Ri ghts=l ncl ude 109 2484*** 82 0 1 3 0 1 Vol Cnt Date: n/a Signal=Split Rights=Include Cycle Time (sec): 155 Loss Time (sec): 12 Critical V/C: 1.029 Avg Crit Del (sec/veh): 88.2 Avg Delay (sec/veh): 73.0 LOS: E -4) *t t t Lanes: 1 0 2 1 0 Final Vol: 382*** 1107 64 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 43 1 0 112*** 0 2 214 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 168 0 0 381 0 0 0 0 0 0 0 PasserByVol: 0 26 0 3 66 6 2 0 0 0 0 1 Initial Fut: 382 1107 64 82 2484 109 126 122 524 214 112 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1107 64 82 2484 109 126 122 524 214 112 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1107 64 82 2484 109 126 122 524 214 112 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1107 64 82 2484 109 126 122 524 214 112 43 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.83 0.17 1.00 3.82 0.18 1.03 0.97 1.00 2.00 0.72 0.28 Final Sat.: 1750 5294 306 1750 7184 315 1803 1746 1750 3150 1301 499 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.21 0.21 0.05 0.35 0.35 0.07 0.07 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 32.9 69.4 69.4 15.5 52.1 52.1 45.1 45.1 45.1 13.0 13.0 13.0 Volume/Cap: 1.03 0.47 0.47 0.47 1.03 1.03 0.24 0.24 1.03 0.81 1.03 1.03 Delay/Veh: 115.5 30.0 30.0 67.8 77.4 77.4 42.0 42.0 102.5 87.0 152 152.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 115.5 30.0 30.0 67.8 77.4 77.4 42.0 42.0 102.5 87.0 152 152.3 LOS by Move: F C C E E- E- D D F F F F HCM2k95thQ: 38 22 22 7 52 52 9 9 54 15 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-24 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Split Final Vol: Lanes: Rights=Include 126 1 0 1 3 0 1 122 0 n/a 0 Cycle Time (sec): 524*** 1 Signal=Protect/Ri ghts=l ncl ude 109 2689*** 82 0 1 3 0 1 Vol Cnt Date: n/a Signal=Split Rights=Include Cycle Time (sec): 155 Loss Time (sec): 12 Critical V/C: 1.059 Avg Crit Del (sec/veh): 96.4 Avg Delay (sec/veh): 78.5 LOS: E- -4) *t t Lanes: 1 0 2 1 0 Final Vol: 382*** 1194 64 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 43 1 0 112*** 0 2 214 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 255 0 0 586 0 0 0 0 0 0 0 PasserByVol: 0 26 0 3 66 6 2 0 0 0 0 1 Initial Fut: 382 1194 64 82 2689 109 126 122 524 214 112 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1194 64 82 2689 109 126 122 524 214 112 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1194 64 82 2689 109 126 122 524 214 112 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1194 64 82 2689 109 126 122 524 214 112 43 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 0.95 0.92 0.83 0.95 0.95 Lanes: 1.00 2.84 0.16 1.00 3.84 0.16 1.03 0.97 1.00 2.00 0.72 0.28 Final Sat.: 1750 5315 285 1750 7207 292 1803 1746 1750 3150 1301 499 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.22 0.05 0.37 0.37 0.07 0.07 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 32.0 71.6 71.6 14.9 54.6 54.6 43.8 43.8 43.8 12.6 12.6 12.6 Volume/Cap: 1.06 0.49 0.49 0.49 1.06 1.06 0.25 0.25 1.06 0.84 1.06 1.06 Delay/Veh: 125.3 29.1 29.1 68.6 85.8 85.8 43.0 43.0 112.5 90.7 162 162.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 125.3 29.1 29.1 68.6 85.8 85.8 43.0 43.0 112.5 90.7 162 162.1 LOS by Move: F C C E F F D D F F F F HCM2k95thQ: 39 24 24 7 58 58 9 9 56 15 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-25 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 155 2492 732*** Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 91*** 2 1 295*** Loss Time (sec): 12 0 0 106 0 Critical V/C: 0.711 1 126 1 Avg Crit Del (sec/veh): 36.1 0 45 0 Avg Delay (sec/veh): 24.4 1 226 LOS: C Lanes: 1 0 2 1 0 Final Vol: 100 979*** 252 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 100 796 249 702 2075 154 91 106 45 223 126 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 796 249 702 2075 154 91 106 45 223 126 284 Added Vol: 0 158 0 27 354 0 0 0 0 0 0 10 PasserByVol: 0 25 3 3 63 1 0 0 0 3 0 1 Initial Fut: 100 979 252 732 2492 155 91 106 45 226 126 295 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 979 252 732 2492 155 91 106 45 226 126 295 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 979 252 732 2492 155 91 106 45 226 126 295 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 979 252 732 2492 155 91 106 45 226 126 295 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.36 0.64 2.00 3.76 0.24 2.00 0.70 0.30 1.00 1.00 1.00 Final Sat.: 1750 4452 1146 3150 7060 439 3150 1264 536 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.22 0.22 0.23 0.35 0.35 0.03 0.08 0.08 0.13 0.07 0.17 Crit Moves **** **** **** **** Green Time: 12.3 42.9 42.9 45.3 75.9 75.9 7.0 15.7 15.7 24.2 32.9 32.9 Volume/Cap: 0.65 0.72 0.72 0.72 0.65 0.65 0.58 0.75 0.75 0.75 0.28 0.72 Delay/Veh: 67.4 32.0 32.0 30.9 5.2 5.2 70.3 74.6 74.6 64.9 44.3 55.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.4 32.0 32.0 30.9 5.2 5.2 70.3 74.6 74.6 64.9 44.3 55.3 LOS by Move: E C C C A A E E E E D E+ HCM2k95thQ: 9 25 25 23 12 12 6 15 15 19 8 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #13: De Anza Boulevard / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 160 2691 734*** Lanes: 0 1 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 93*** 2 1 296*** Loss Time (sec): 12 0 0 108 0 Critical V/C: 0.729 1 131 1 Avg Crit Del (sec/veh): 36.1 0 45 0 Avg Delay (sec/veh): 23.9 1 228 LOS: C Lanes: 1 0 2 1 0 Final Vol: 100 1062*** 253 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Bollinger road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 100 796 249 702 2075 154 91 106 45 223 126 284 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 796 249 702 2075 154 91 106 45 223 126 284 Added Vol: 0 241 1 29 553 5 2 2 0 2 5 11 PasserByVol: 0 25 3 3 63 1 0 0 0 3 0 1 Initial Fut: 100 1062 253 734 2691 160 93 108 45 228 131 296 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 1062 253 734 2691 160 93 108 45 228 131 296 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 1062 253 734 2691 160 93 108 45 228 131 296 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 1062 253 734 2691 160 93 108 45 228 131 296 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 0.99 0.95 0.83 0.95 0.95 0.92 1.00 0.92 Lanes: 1.00 2.40 0.60 2.00 3.77 0.23 2.00 0.71 0.29 1.00 1.00 1.00 Final Sat.: 1750 4521 1077 3150 7078 421 3150 1271 529 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.23 0.23 0.23 0.38 0.38 0.03 0.09 0.09 0.13 0.07 0.17 Crit Moves **** **** **** **** Green Time: 11.6 44.6 44.6 44.3 77.3 77.3 7.0 15.4 15.4 23.7 32.1 32.1 Volume/Cap: 0.69 0.74 0.74 0.74 0.69 0.69 0.59 0.77 0.77 0.77 0.30 0.74 Delay/Veh: 71.8 30.9 30.9 32.5 4.6 4.6 70.9 77.3 77.3 67.3 45.0 57.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.8 30.9 30.9 32.5 4.6 4.6 70.9 77.3 77.3 67.3 45.0 57.0 LOS by Move: E C C C- A A E E- E- E D E+ HCM2k95thQ: 9 26 26 24 12 12 7 16 16 19 9 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-27 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 379 2424*** 0 Lanes: 0 1 2 0 0 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 1 601 *** 0 Loss Time (sec): 9 0 0 0 Critical V/C: 0.874 1! 0 0 � Avg Crit Del (sec/veh): 20.7 � 0 0 0 Avg Delay (sec/veh): 16.0 1 243 LOS: B t Lanes: 2 0 3 0 0 Final Vol: 352*** 982 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 110 0 0 233 121 0 0 0 0 0 48 PasserByVol: 0 9 0 0 61 0 0 0 0 0 0 12 Initial Fut: 352 982 0 0 2424 379 0 0 0 243 0 601 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 982 0 0 2424 379 0 0 0 243 0 601 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 982 0 0 2424 379 0 0 0 243 0 601 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 982 0 0 2424 379 0 0 0 243 0 601 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.58 0.42 0.00 0.00 0.00 1.29 0.00 1.71 Final Sat.: 3150 5700 0 0 4842 757 0 0 0 2264 0 3071 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.17 0.00 0.00 0.50 0.50 0.00 0.00 0.00 0.11 0.00 0.20 Crit Moves: **** **** **** Green Time: 15.3 84.1 0.0 0.0 68.8 68.8 0.0 0.0 0.0 26.9 0.0 26.9 Volume/Cap: 0.87 0.25 0.00 0.00 0.87 0.87 0.00 0.00 0.00 0.48 0.00 0.87 Delay/Veh: 64.9 0.0 0.0 0.0 5.2 5.2 0.0 0.0 0.0 40.7 0.0 53.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.9 0.0 0.0 0.0 5.2 5.2 0.0 0.0 0.0 40.7 0.0 53.8 LOS by Move: E A A A A A A A A D A D- HCM2k95thQ: 15 0 0 0 22 22 0 0 0 13 0 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-28 0 0 0 0 Critical V/C: 0.931 1! 0 0 � Avg Crit Del (sec/veh): 24.6 � 0 0 0 Avg Delay (sec/veh): 19.0 1 243 LOS: 13- t* -t Lanes: 2 0 3 0 0 Final Vol: 352*** 1007 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 135 0 0 435 121 0 0 0 0 0 107 PasserByVol: 0 9 0 0 61 0 0 0 0 0 0 12 Initial Fut: 352 1007 0 0 2626 379 0 0 0 243 0 660 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 1007 0 0 2626 379 0 0 0 243 0 660 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 1007 0 0 2626 379 0 0 0 243 0 660 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 1007 0 0 2626 379 0 0 0 243 0 660 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.61 0.39 0.00 0.00 0.00 1.27 0.00 1.73 Final Sat.: 3150 5700 0 0 4893 706 0 0 0 2231 0 3106 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.00 0.00 0.54 0.54 0.00 0.00 0.00 0.11 0.00 0.21 Crit Moves: **** **** **** Green Time: 14.4 83.6 0.0 0.0 69.2 69.2 0.0 0.0 0.0 27.4 0.0 27.4 Volume/Cap: 0.93 0.25 0.00 0.00 0.93 0.93 0.00 0.00 0.00 0.48 0.00 0.93 Delay/Veh: 76.9 0.0 0.0 0.0 7.8 7.8 0.0 0.0 0.0 40.3 0.0 60.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.9 0.0 0.0 0.0 7.8 7.8 0.0 0.0 0.0 40.3 0.0 60.4 LOS by Move: E- A A A A A A A A D A E HCM2k95thQ: 16 0 0 0 30 30 0 0 0 13 0 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #14: De Anza Boulevard / SR -85 Ramps (North) Signal=Protect/Ri ghts=l ncl ude Final Vol: 379 2626*** 0 Lanes: 0 1 2 0 0 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 1 660*** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.931 1! 0 0 � Avg Crit Del (sec/veh): 24.6 � 0 0 0 Avg Delay (sec/veh): 19.0 1 243 LOS: 13- t* -t Lanes: 2 0 3 0 0 Final Vol: 352*** 1007 0 Signal=Protect/Ri ghts=lg nore Street Name: De Anza Boulevard SR -85 Ramps (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 352 863 0 0 2130 258 0 0 0 243 0 541 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 352 863 0 0 2130 258 0 0 0 243 0 541 Added Vol: 0 135 0 0 435 121 0 0 0 0 0 107 PasserByVol: 0 9 0 0 61 0 0 0 0 0 0 12 Initial Fut: 352 1007 0 0 2626 379 0 0 0 243 0 660 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 352 1007 0 0 2626 379 0 0 0 243 0 660 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 1007 0 0 2626 379 0 0 0 243 0 660 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 352 1007 0 0 2626 379 0 0 0 243 0 660 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 0.99 0.95 0.92 1.00 0.92 0.92 1.00 0.95 Lanes: 2.00 3.00 0.00 0.00 2.61 0.39 0.00 0.00 0.00 1.27 0.00 1.73 Final Sat.: 3150 5700 0 0 4893 706 0 0 0 2231 0 3106 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.00 0.00 0.54 0.54 0.00 0.00 0.00 0.11 0.00 0.21 Crit Moves: **** **** **** Green Time: 14.4 83.6 0.0 0.0 69.2 69.2 0.0 0.0 0.0 27.4 0.0 27.4 Volume/Cap: 0.93 0.25 0.00 0.00 0.93 0.93 0.00 0.00 0.00 0.48 0.00 0.93 Delay/Veh: 76.9 0.0 0.0 0.0 7.8 7.8 0.0 0.0 0.0 40.3 0.0 60.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.9 0.0 0.0 0.0 7.8 7.8 0.0 0.0 0.0 40.3 0.0 60.4 LOS by Move: E- A A A A A A A A D A E HCM2k95thQ: 16 0 0 0 30 30 0 0 0 13 0 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-29 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 1956 647*** Lanes: 0 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 137 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.649 0 0 0 � Avg Crit Del (sec/veh): 26.8 � 0 494*** 1 Avg Delay (sec/veh): 15.2 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 1159*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 110 0 3 230 0 0 0 0 0 0 0 PasserByVol: 0 9 0 39 22 0 0 0 0 0 0 0 Initial Fut: 0 1159 186 647 1956 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1159 186 647 1956 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1159 186 647 1956 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1159 186 647 1956 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.57 0.43 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4825 774 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.21 0.34 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 44.4 44.4 38.0 82.4 0.0 28.6 0.0 28.6 0.0 0.0 0.0 Volume/Cap: 0.00 0.65 0.65 0.65 0.50 0.00 0.27 0.00 0.65 0.00 0.00 0.00 Delay/Veh: 0.0 19.8 19.8 25.9 0.1 0.0 37.3 0.0 42.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 19.8 19.8 25.9 0.1 0.0 37.3 0.0 42.7 0.0 0.0 0.0 LOS by Move: A B- B- C A A D+ A D A A A HCM2k95thQ: 0 20 20 18 1 0 7 0 19 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-30 0 0 0 1! Critical V/C: 0.704 0 0 0 � Avg Crit Del (sec/veh): 28.1 � 0 494*** 1 Avg Delay (sec/veh): 16.2 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 1184*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 135 0 149 286 0 0 0 0 0 0 0 PasserByVol: 0 9 0 39 22 0 0 0 0 0 0 0 Initial Fut: 0 1184 186 793 2012 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1184 186 793 2012 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1184 186 793 2012 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1184 186 793 2012 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.58 0.42 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4839 760 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.25 0.35 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 41.7 41.7 42.9 84.7 0.0 26.3 0.0 26.3 0.0 0.0 0.0 Volume/Cap: 0.00 0.70 0.70 0.70 0.50 0.00 0.29 0.00 0.70 0.00 0.00 0.00 Delay/Veh: 0.0 23.0 23.0 22.8 0.1 0.0 39.1 0.0 45.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 23.0 23.0 22.8 0.1 0.0 39.1 0.0 45.8 0.0 0.0 0.0 LOS by Move: A C+ C+ C+ A A D A D A A A HCM2k95thQ: 0 22 22 21 1 0 8 0 20 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #15: De Anza Boulevard / SR -85 Ramps (South) Sig nal=Protect/Rights=Ignore Final Vol: 0 2012 793*** Lanes: 0 0 3 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 137 1 0 0 Loss Time (sec): 9 0 0 0 1! Critical V/C: 0.704 0 0 0 � Avg Crit Del (sec/veh): 28.1 � 0 494*** 1 Avg Delay (sec/veh): 16.2 0 0 LOS: B Lanes: 0 0 2 1 0 Final Vol: 0 1184*** 186 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard SR -85 Ramps (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1040 186 605 1704 0 137 0 494 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1040 186 605 1704 0 137 0 494 0 0 0 Added Vol: 0 135 0 149 286 0 0 0 0 0 0 0 PasserByVol: 0 9 0 39 22 0 0 0 0 0 0 0 Initial Fut: 0 1184 186 793 2012 0 137 0 494 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1184 186 793 2012 0 137 0 494 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1184 186 793 2012 0 137 0 494 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1184 186 793 2012 0 137 0 494 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.95 0.92 1.00 0.92 Lanes: 0.00 2.58 0.42 2.00 3.00 0.00 1.22 0.00 1.78 0.00 0.00 0.00 Final Sat.: 0 4839 760 3150 5700 0 2138 0 3201 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.24 0.25 0.35 0.00 0.06 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 41.7 41.7 42.9 84.7 0.0 26.3 0.0 26.3 0.0 0.0 0.0 Volume/Cap: 0.00 0.70 0.70 0.70 0.50 0.00 0.29 0.00 0.70 0.00 0.00 0.00 Delay/Veh: 0.0 23.0 23.0 22.8 0.1 0.0 39.1 0.0 45.8 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 23.0 23.0 22.8 0.1 0.0 39.1 0.0 45.8 0.0 0.0 0.0 LOS by Move: A C+ C+ C+ A A D A D A A A HCM2k95thQ: 0 22 22 21 1 0 8 0 20 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-31 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 133 1478*** 579 Lanes: 1 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 120 107 1 1 0 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.764 1 186 0 � Avg Crit Del (sec/veh): 28.5 � 0 0 1 Avg Delay (sec/veh): 27.6 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 665 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 110 0 0 230 0 0 0 0 0 0 0 PasserByVol: 0 9 0 0 22 0 0 0 0 0 0 0 Initial Fut: 156 665 224 579 1478 133 107 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 665 224 579 1478 133 107 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 665 224 579 1478 133 107 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 665 224 579 1478 133 107 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.17 0.13 0.18 0.39 0.08 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 14.0 36.6 36.6 38.5 61.1 61.1 16.4 16.4 0.0 16.5 16.5 0.0 Volume/Cap: 0.76 0.57 0.42 0.57 0.76 0.15 0.45 0.76 0.00 0.76 0.71 0.00 Delay/Veh: 62.5 25.5 24.0 24.1 9.2 4.9 47.9 55.2 0.0 57.8 58.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.5 25.5 24.0 24.1 9.2 4.9 47.9 55.2 0.0 57.8 58.3 0.0 LOS by Move: E C C C A A D E+ A E+ E+ A HCM2k95thQ: 15 17 11 16 23 2 9 16 0 14 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-32 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.775 1 186 0 � Avg Crit Del (sec/veh): 28.4 � 0 0 1 Avg Delay (sec/veh): 27.4 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 684 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 129 0 0 269 16 6 0 0 0 0 0 PasserByVol: 0 9 0 0 22 0 0 0 0 0 0 0 Initial Fut: 156 684 224 579 1517 149 113 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 684 224 579 1517 149 113 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 684 224 579 1517 149 113 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 684 224 579 1517 149 113 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.18 0.13 0.18 0.40 0.09 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 13.8 37.4 37.4 38.2 61.8 61.8 16.2 16.2 0.0 16.3 16.3 0.0 Volume/Cap: 0.78 0.58 0.41 0.58 0.78 0.17 0.48 0.78 0.00 0.78 0.72 0.00 Delay/Veh: 64.2 24.9 23.3 24.4 8.9 4.6 48.4 55.9 0.0 58.8 59.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.2 24.9 23.3 24.4 8.9 4.6 48.4 55.9 0.0 58.8 59.4 0.0 LOS by Move: E C C C A A D E+ A E+ E+ A HCM2k95thQ: 15 17 11 16 23 2 9 17 0 14 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #16: De Anza Boulevard/Saratoga-Sunnyvale Road / Prospect Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 149 1517*** 579 Lanes: 1 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 120 113 1 1 0 Loss Time (sec): 12 1 0 397*** 1 Critical V/C: 0.775 1 186 0 � Avg Crit Del (sec/veh): 28.4 � 0 0 1 Avg Delay (sec/veh): 27.4 2 331*** LOS: C t Lanes: 1 0 2 0 1 Final Vol: 156*** 684 224 Signal=Protect/Ri ghts=l ncl ude Street Name:De Anza Boulevard/Saratoga-Sunnyv Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 156 546 224 579 1226 133 107 397 461 331 186 241 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 156 546 224 579 1226 133 107 397 461 331 186 241 Added Vol: 0 129 0 0 269 16 6 0 0 0 0 0 PasserByVol: 0 9 0 0 22 0 0 0 0 0 0 0 Initial Fut: 156 684 224 579 1517 149 113 397 461 331 186 241 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 156 684 224 579 1517 149 113 397 0 331 186 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 156 684 224 579 1517 149 113 397 0 331 186 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 156 684 224 579 1517 149 113 397 0 331 186 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 1750 3800 1750 3150 3800 1750 1750 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.18 0.13 0.18 0.40 0.09 0.06 0.10 0.00 0.11 0.10 0.00 Crit Moves: **** **** **** **** Green Time: 13.8 37.4 37.4 38.2 61.8 61.8 16.2 16.2 0.0 16.3 16.3 0.0 Volume/Cap: 0.78 0.58 0.41 0.58 0.78 0.17 0.48 0.78 0.00 0.78 0.72 0.00 Delay/Veh: 64.2 24.9 23.3 24.4 8.9 4.6 48.4 55.9 0.0 58.8 59.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 64.2 24.9 23.3 24.4 8.9 4.6 48.4 55.9 0.0 58.8 59.4 0.0 LOS by Move: E C C C A A D E+ A E+ E+ A HCM2k95thQ: 15 17 11 16 23 2 9 17 0 14 13 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-33 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 45*** 0 0 Lanes: 1 0 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 96 1 0 35 Loss Time (sec): 12 0 1 1936*** 2 Critical V/C: 0.611 2 1406 1 7;11 Avg Crit Del (sec/veh): 22.4 0 109 0 Avg Delay (sec/veh): 21.6 1 109*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 102 0 165*** Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 102 0 165 0 0 45 96 1544 109 109 1023 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 0 165 0 0 45 96 1544 109 109 1023 35 Added Vol: 0 0 0 0 0 0 0 264 0 0 191 0 PasserByVol: 0 0 0 0 0 0 0 128 0 0 192 0 Initial Fut: 102 0 165 0 0 45 96 1936 109 109 1406 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 0 165 0 0 45 96 1936 109 109 1406 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 0 165 0 0 45 96 1936 109 109 1406 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 0 165 0 0 45 96 1936 109 109 1406 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.83 0.17 1.00 2.92 0.08 Final Sat.: 1750 0 1750 0 0 1750 1750 5301 298 1750 5464 136 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.09 0.00 0.00 0.03 0.05 0.37 0.37 0.06 0.26 0.26 Crit Moves **** **** **** **** Green Time: 16.8 0.0 16.8 0.0 0.0 10.0 14.6 65.1 65.1 11.1 61.6 61.6 Volume/Cap: 0.40 0.00 0.65 0.00 0.00 0.30 0.43 0.65 0.65 0.65 0.48 0.48 Delay/Veh: 45.5 0.0 51.9 0.0 0.0 50.3 47.7 17.5 17.5 58.4 16.8 16.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 45.5 0.0 51.9 0.0 0.0 50.3 47.7 17.5 17.5 58.4 16.8 16.8 LOS by Move: D A D- A A D D B B E+ B B HCM2k95thQ: 8 0 13 0 0 4 6 27 27 8 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-34 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #17: Torre Avenue -Vista Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 45*** 0 0 Lanes: 1 0 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 96 1 0 35 Loss Time (sec): 12 0 1 2242*** 2 Critical V/C: 0.672 2 1936 1 7;11 Avg Crit Del (sec/veh): 22.5 0 109 0 Avg Delay (sec/veh): 21.1 1 109*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 102 0 165*** Signal=Spl it/Rights=l nd u d e Street Name: Torre Avenue -Vista Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 102 0 165 0 0 45 96 1544 109 109 1023 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 102 0 165 0 0 45 96 1544 109 109 1023 35 Added Vol: 0 0 0 0 0 0 0 570 0 0 721 0 PasserByVol: 0 0 0 0 0 0 0 128 0 0 192 0 Initial Fut: 102 0 165 0 0 45 96 2242 109 109 1936 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 102 0 165 0 0 45 96 2242 109 109 1936 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 102 0 165 0 0 45 96 2242 109 109 1936 35 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 102 0 165 0 0 45 96 2242 109 109 1936 35 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.00 1.00 0.00 0.00 1.00 1.00 2.86 0.14 1.00 2.94 0.06 Final Sat.: 1750 0 1750 0 0 1750 1750 5340 260 1750 5500 99 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.09 0.00 0.00 0.03 0.05 0.42 0.42 0.06 0.35 0.35 Crit Moves **** **** **** **** Green Time: 15.2 0.0 15.2 0.0 0.0 10.0 11.5 67.7 67.7 10.0 66.3 66.3 Volume/Cap: 0.44 0.00 0.71 0.00 0.00 0.30 0.55 0.71 0.71 0.71 0.61 0.61 Delay/Veh: 47.3 0.0 57.8 0.0 0.0 50.3 53.0 17.5 17.5 65.7 16.2 16.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.3 0.0 57.8 0.0 0.0 50.3 53.0 17.5 17.5 65.7 16.2 16.2 LOS by Move: D A E+ A A D D- B B E B B HCM2k95thQ: 8 0 14 0 0 4 6 31 31 8 26 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-35 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l nd u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 1285*** 1 Critical V/C: 0.842 1 1005 1 Avg Crit Del (sec/veh): 33.3 0 340 0 Avg Delay (sec/veh): 25.8 1 360*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 195 0 218*** Signal=Spl it/Rights=l nd u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 195 0 207 0 0 0 0 1089 339 327 713 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 0 207 0 0 0 0 1089 339 327 713 0 Added Vol: 0 0 1 0 0 0 0 151 1 1 147 0 PasserByVol: 0 0 10 0 0 0 0 45 0 32 145 0 Initial Fut: 195 0 218 0 0 0 0 1285 340 360 1005 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 0 218 0 0 0 0 1285 340 360 1005 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 0 218 0 0 0 0 1285 340 360 1005 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 195 0 218 0 0 0 0 1285 340 360 1005 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.57 0.43 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2925 774 1750 3700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.12 0.00 0.00 0.00 0.00 0.44 0.44 0.21 0.27 0.00 Crit Moves: **** **** **** Green Time: 15.5 0.0 15.5 0.0 0.0 0.0 0.0 54.8 54.8 25.7 80.5 0.0 Volume/Cap: 0.75 0.00 0.84 0.00 0.00 0.00 0.00 0.84 0.84 0.84 0.35 0.00 Delay/Veh: 54.6 0.0 64.8 0.0 0.0 0.0 0.0 24.9 24.9 51.7 4.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 54.6 0.0 64.8 0.0 0.0 0.0 0.0 24.9 24.9 51.7 4.0 0.0 LOS by Move: D- A E A A A A C C D- A A HCM2k95thQ: 16 0 19 0 0 0 0 40 40 22 10 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #18: Blaney Avenue / Homestead Road Signal=Spl it/Rights=l ncl u d e Final Vol: 0 0 0 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 1 1322*** 1 Critical V/C: 0.856 1 1050 1 Avg Crit Del (sec/veh): 34.0 0 352 0 Avg Delay (sec/veh): 26.7 1 360*** LOS: C t Lanes: 1 0 0 0 1 Final Vol: 210 0 218*** Signal=Spl it/Rights=l nd u d e Street Name: Blaney Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 195 0 207 0 0 0 0 1089 339 327 713 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 195 0 207 0 0 0 0 1089 339 327 713 0 Added Vol: 15 0 1 0 0 0 0 188 13 1 192 0 PasserByVol: 0 0 10 0 0 0 0 45 0 32 145 0 Initial Fut: 210 0 218 0 0 0 0 1322 352 360 1050 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 210 0 218 0 0 0 0 1322 352 360 1050 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 0 218 0 0 0 0 1322 352 360 1050 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 210 0 218 0 0 0 0 1322 352 360 1050 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.97 0.92 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.57 0.43 1.00 2.00 0.00 Final Sat.: 1750 0 1750 0 1750 0 0 2921 778 1750 3700 0 ------------ I---------------II---------------II--------------- Capacity Analysis Module: II ---------------I Vol/Sat: 0.12 0.00 0.12 0.00 0.00 0.00 0.00 0.45 0.45 0.21 0.28 0.00 Crit Moves: **** **** **** Green Time: 15.3 0.0 15.3 0.0 0.0 0.0 0.0 55.5 55.5 25.2 80.7 0.0 Volume/Cap: 0.82 0.00 0.86 0.00 0.00 0.00 0.00 0.86 0.86 0.86 0.37 0.00 Delay/Veh: 62.8 0.0 67.5 0.0 0.0 0.0 0.0 25.3 25.3 53.9 4.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 62.8 0.0 67.5 0.0 0.0 0.0 0.0 25.3 25.3 53.9 4.0 0.0 LOS by Move: E A E A A A A C C D- A A HCM2k95thQ: 18 0 19 0 0 0 0 42 42 22 11 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-37 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 84 243 134*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 166 1 0 71 Loss Time (sec): 12 0 1 1983*** 2 Critical V/C: 0.796 2 1362 1 Avg Crit Del (sec/veh): 34.2 0 101 0 Avg Delay (sec/veh): 33.3 1 181*** LOS: C- t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 159 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 0 1 0 1 1 263 0 0 191 0 PasserByVol: 0 0 0 0 0 0 0 129 0 0 194 0 Initial Fut: 73 123 159 134 243 84 166 1983 101 181 1362 71 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 159 134 243 84 166 1983 101 181 1362 71 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 159 134 243 84 166 1983 101 181 1362 71 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 159 134 243 84 166 1983 101 181 1362 71 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.44 0.56 1.00 0.74 0.26 1.00 2.85 0.15 1.00 2.85 0.15 Final Sat.: 1750 785 1015 1750 1338 462 1750 5328 271 1750 5322 277 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.37 0.37 0.10 0.26 0.26 Crit Moves **** **** **** **** Green Time: 8.4 21.7 21.7 10.6 23.9 23.9 17.8 51.5 51.5 14.3 48.0 48.0 Volume/Cap: 0.55 0.80 0.80 0.80 0.84 0.84 0.59 0.80 0.80 0.80 0.59 0.59 Delay/Veh: 53.8 53.9 53.9 71.2 55.8 55.8 45.9 26.6 26.6 63.9 23.9 23.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.8 53.9 53.9 71.2 55.8 55.8 45.9 26.6 26.6 63.9 23.9 23.9 LOS by Move: D- D- D- E E+ E+ D C C E C C HCM2k95thQ: 5 19 19 13 24 24 11 34 34 13 22 22 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-38 0 1 2289*** 2 Critical V/C: 0.874 2 1892 1 Avg Crit Del (sec/veh): 38.0 0 101 0 Avg Delay (sec/veh): 35.2 1 192*** LOS: D+ t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 4 13 0 1 1 569 0 11 721 15 PasserByVol: 0 0 0 0 0 0 0 129 0 0 194 0 Initial Fut: 73 123 163 146 243 84 166 2289 101 192 1892 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 163 146 243 84 166 2289 101 192 1892 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 163 146 243 84 166 2289 101 192 1892 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 163 146 243 84 166 2289 101 192 1892 86 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.43 0.57 1.00 0.74 0.26 1.00 2.87 0.13 1.00 2.86 0.14 Final Sat.: 1750 774 1026 1750 1338 462 1750 5363 237 1750 5356 243 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.43 0.43 0.11 0.35 0.35 Crit Moves **** **** **** **** Green Time: 7.9 20.0 20.0 10.5 22.6 22.6 14.3 53.7 53.7 13.8 53.2 53.2 Volume/Cap: 0.58 0.87 0.87 0.87 0.88 0.88 0.73 0.87 0.87 0.87 0.73 0.73 Delay/Veh: 56.1 65.8 65.8 85.5 64.0 64.0 57.4 28.6 28.6 77.0 23.7 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 56.1 65.8 65.8 85.5 64.0 64.0 57.4 28.6 28.6 77.0 23.7 23.7 LOS by Move: E+ E E F E E E+ C C E- C C HCM2k95thQ: 5 20 20 15 26 26 ll 41 41 15 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #19: Blaney Avenue/ Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 84 243 146*** Lanes: 0 1 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 166 1 0 86 Loss Time (sec): 12 0 1 2289*** 2 Critical V/C: 0.874 2 1892 1 Avg Crit Del (sec/veh): 38.0 0 101 0 Avg Delay (sec/veh): 35.2 1 192*** LOS: D+ t Lanes: 1 0 0 1 0 Final Vol: 73 123*** 163 Signal=Protect/Ri ghts=l ncl ude Street Name: Blaney Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 73 123 159 133 243 83 165 1591 101 181 977 71 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 123 159 133 243 83 165 1591 101 181 977 71 Added Vol: 0 0 4 13 0 1 1 569 0 11 721 15 PasserByVol: 0 0 0 0 0 0 0 129 0 0 194 0 Initial Fut: 73 123 163 146 243 84 166 2289 101 192 1892 86 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 73 123 163 146 243 84 166 2289 101 192 1892 86 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 123 163 146 243 84 166 2289 101 192 1892 86 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 73 123 163 146 243 84 166 2289 101 192 1892 86 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.43 0.57 1.00 0.74 0.26 1.00 2.87 0.13 1.00 2.86 0.14 Final Sat.: 1750 774 1026 1750 1338 462 1750 5363 237 1750 5356 243 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.16 0.16 0.08 0.18 0.18 0.09 0.43 0.43 0.11 0.35 0.35 Crit Moves **** **** **** **** Green Time: 7.9 20.0 20.0 10.5 22.6 22.6 14.3 53.7 53.7 13.8 53.2 53.2 Volume/Cap: 0.58 0.87 0.87 0.87 0.88 0.88 0.73 0.87 0.87 0.87 0.73 0.73 Delay/Veh: 56.1 65.8 65.8 85.5 64.0 64.0 57.4 28.6 28.6 77.0 23.7 23.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 56.1 65.8 65.8 85.5 64.0 64.0 57.4 28.6 28.6 77.0 23.7 23.7 LOS by Move: E+ E E F E E E+ C C E- C C HCM2k95thQ: 5 20 20 15 26 26 ll 41 41 15 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-39 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #20: Portal Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 43 25*** 120 0 1 0 0 1 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.481 Avg Crit Del (sec/veh): 7.0 Avg Delay (sec/veh): 12.1 LOS: B t 1 0 0 1 0 60 12 41 Sig nal=Permit/Rights=l ncl u d e Signal=Protect Rights=Include Lanes: Final Vol: 0 85 1 2 1466 0 1 38*** Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 60 12 41 120 25 43 72 1785 35 38 1052 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 12 41 120 25 43 72 1785 35 38 1052 85 Added Vol: 0 0 0 0 0 0 0 264 0 0 191 0 PasserByVol: 0 0 0 0 0 0 0 88 0 0 223 0 Initial Fut: 60 12 41 120 25 43 72 2137 35 38 1466 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 12 41 120 25 43 72 2137 35 38 1466 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 12 41 120 25 43 72 2137 35 38 1466 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 12 41 120 25 43 72 2137 35 38 1466 85 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.23 0.77 1.00 0.37 0.63 1.00 2.95 0.05 1.00 2.83 0.17 Final Sat.: 1750 408 1392 1750 662 1138 1750 5510 90 1750 5293 307 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.07 0.04 0.04 0.04 0.39 0.39 0.02 0.28 0.28 Crit Moves: **** **** **** Green Time: 10.1 10.1 10.1 10.1 10.1 10.1 18.0 104 103.9 7.0 92.8 92.8 Volume/Cap: 0.44 0.38 0.38 0.88 0.49 0.49 0.30 0.49 0.49 0.40 0.39 0.39 Delay/Veh: 59.5 58.7 58.7 103.0 60.1 60.1 51.0 4.4 4.4 62.3 7.4 7.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.5 58.7 58.7 103.0 60.1 60.1 51.0 4.4 4.4 62.3 7.4 7.4 LOS by Move: E+ E+ E+ F E E D A A E A A HCM2k95thQ: 6 5 5 15 7 7 5 17 17 3 15 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 72 1 0 2137*** 2 1 35 0 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 43 25*** 120 0 1 0 0 1 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.481 Avg Crit Del (sec/veh): 7.0 Avg Delay (sec/veh): 12.1 LOS: B t 1 0 0 1 0 60 12 41 Sig nal=Permit/Rights=l ncl u d e Signal=Protect Rights=Include Lanes: Final Vol: 0 85 1 2 1466 0 1 38*** Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 60 12 41 120 25 43 72 1785 35 38 1052 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 12 41 120 25 43 72 1785 35 38 1052 85 Added Vol: 0 0 0 0 0 0 0 264 0 0 191 0 PasserByVol: 0 0 0 0 0 0 0 88 0 0 223 0 Initial Fut: 60 12 41 120 25 43 72 2137 35 38 1466 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 12 41 120 25 43 72 2137 35 38 1466 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 12 41 120 25 43 72 2137 35 38 1466 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 12 41 120 25 43 72 2137 35 38 1466 85 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.23 0.77 1.00 0.37 0.63 1.00 2.95 0.05 1.00 2.83 0.17 Final Sat.: 1750 408 1392 1750 662 1138 1750 5510 90 1750 5293 307 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.07 0.04 0.04 0.04 0.39 0.39 0.02 0.28 0.28 Crit Moves: **** **** **** Green Time: 10.1 10.1 10.1 10.1 10.1 10.1 18.0 104 103.9 7.0 92.8 92.8 Volume/Cap: 0.44 0.38 0.38 0.88 0.49 0.49 0.30 0.49 0.49 0.40 0.39 0.39 Delay/Veh: 59.5 58.7 58.7 103.0 60.1 60.1 51.0 4.4 4.4 62.3 7.4 7.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.5 58.7 58.7 103.0 60.1 60.1 51.0 4.4 4.4 62.3 7.4 7.4 LOS by Move: E+ E+ E+ F E E D A A E A A HCM2k95thQ: 6 5 5 15 7 7 5 17 17 3 15 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-40 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #20: Portal Avenue / Stevens Creek Boulevard Final Vol: Lanes: Sig nal=Permit/Rights=l ncl u d e Signal=Protect Final Vol: Lanes: Rights=Include 72 1 0 1 0 0 0 2459*** 2 1 Vol Cnt Date: 35 0 Rights=Include Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 43 25*** 120 0 1 0 0 1 Signal=Protect Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 85 Loss Time (sec): 9 1 Critical V/C: 0.542 2 2023 Avg Crit Del (sec/veh): 7.1 0 Avg Delay (sec/veh): 11.2 1 38*** LOS: B+ -4) *t t t Lanes: 1 0 0 1 0 Final Vol: 60 12 41 Sig nal=Permit/Rights=l ncl u d e Street Name: Portal Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 60 12 41 120 25 43 72 1785 35 38 1052 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 60 12 41 120 25 43 72 1785 35 38 1052 85 Added Vol: 0 0 0 0 0 0 0 586 0 0 748 0 PasserByVol: 0 0 0 0 0 0 0 88 0 0 223 0 Initial Fut: 60 12 41 120 25 43 72 2459 35 38 2023 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 60 12 41 120 25 43 72 2459 35 38 2023 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 12 41 120 25 43 72 2459 35 38 2023 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 60 12 41 120 25 43 72 2459 35 38 2023 85 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.92 0.95 0.95 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 0.23 0.77 1.00 0.37 0.63 1.00 2.96 0.04 1.00 2.87 0.13 Final Sat.: 1750 408 1392 1750 662 1138 1750 5521 79 1750 5374 226 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.07 0.04 0.04 0.04 0.45 0.45 0.02 0.38 0.38 Crit Moves: **** **** **** Green Time: 10.0 10.0 10.0 10.0 10.0 10.0 13.9 104 104.0 7.0 97.1 97.1 Volume/Cap: 0.45 0.38 0.38 0.89 0.49 0.49 0.39 0.56 0.56 0.40 0.50 0.50 Delay/Veh: 59.7 58.8 58.8 105.9 60.3 60.3 55.4 4.8 4.8 62.3 6.8 6.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.7 58.8 58.8 105.9 60.3 60.3 55.4 4.8 4.8 62.3 6.8 6.8 LOS by Move: E+ E+ E+ F E E E+ A A E A A HCM2k95thQ: 6 5 5 15 7 7 5 21 21 3 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-41 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 29 5 42 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 52 1 0 23 Loss Time (sec): 12 0 1 2274*** 2 Critical V/C: 0.591 2 1520 1 � Avg Crit Del (sec/veh): 14.4 � 0 20 0 Avg Delay (sec/veh): 13.7 1 132*** LOS: B t Lanes: 0 1 0 0 1 Final Vol: 19 3 86*** Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 3 86 42 5 27 50 1881 20 132 1130 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 3 86 42 5 27 50 1881 20 132 1130 23 Added Vol: 0 0 0 0 0 2 2 262 0 0 189 0 PasserByVol: 0 0 0 0 0 0 0 131 0 0 201 0 Initial Fut: 19 3 86 42 5 29 52 2274 20 132 1520 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 3 86 42 5 29 52 2274 20 132 1520 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 3 86 42 5 29 52 2274 20 132 1520 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 3 86 42 5 29 52 2274 20 132 1520 23 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.86 0.14 1.00 0.89 0.11 1.00 1.00 2.97 0.03 1.00 2.95 0.05 Final Sat.: 1555 245 1750 1609 191 1750 1750 5551 49 1750 5516 83 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.05 0.03 0.03 0.02 0.03 0.41 0.41 0.08 0.28 0.28 Crit Moves: **** **** **** Green Time: 10.4 10.4 10.4 10.4 10.4 10.4 17.3 86.7 86.7 16.0 85.3 85.3 Volume/Cap: 0.15 0.15 0.59 0.31 0.31 0.20 0.21 0.59 0.59 0.59 0.40 0.40 Delay/Veh: 53.6 53.6 61.6 55.2 55.2 54.1 48.2 10.2 10.2 55.6 8.8 8.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.6 53.6 61.6 55.2 55.2 54.1 48.2 10.2 10.2 55.6 8.8 8.8 LOS by Move: D- D- E E+ E+ D- D B+ B+ E+ A A HCM2k95thQ: 2 2 9 4 4 3 4 27 27 10 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-42 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #21: Perimeter Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 405*** 5 185 Lanes: 1 0 0 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 125 309*** 1 0 88 Loss Time (sec): 12 0 1 2339 2 Critical V/C: 0.805 2 1701*** 1 Avg Crit Del (sec/veh): 40.8 0 20 0 Avg Delay (sec/veh): 35.0 1 132 LOS: C- t Lanes: 0 1 0 0 1 Final Vol: 19 3 86 Sig nal=Permit/Rights=l nd u d e Street Name: Perimeter Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 3 86 42 5 27 50 1881 20 132 1130 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 3 86 42 5 27 50 1881 20 132 1130 23 Added Vol: 0 0 0 143 0 378 259 327 0 0 370 65 PasserByVol: 0 0 0 0 0 0 0 131 0 0 201 0 Initial Fut: 19 3 86 185 5 405 309 2339 20 132 1701 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 3 86 185 5 405 309 2339 20 132 1701 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 3 86 185 5 405 309 2339 20 132 1701 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 3 86 185 5 405 309 2339 20 132 1701 88 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.95 0.95 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.86 0.14 1.00 0.97 0.03 1.00 1.00 2.97 0.03 1.00 2.85 0.15 Final Sat.: 1555 245 1750 1753 47 1750 1750 5552 47 1750 5324 275 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.05 0.11 0.11 0.23 0.18 0.42 0.42 0.08 0.32 0.32 Crit Moves: **** **** **** Green Time: 35.9 35.9 35.9 35.9 35.9 35.9 27.4 65.4 65.4 11.7 49.6 49.6 Volume/Cap: 0.04 0.04 0.17 0.37 0.37 0.80 0.80 0.81 0.81 0.81 0.80 0.80 Delay/Veh: 32.1 32.1 33.5 35.9 35.9 50.5 58.0 26.3 26.3 80.1 35.6 35.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.1 32.1 33.5 35.9 35.9 50.5 58.0 26.3 26.3 80.1 35.6 35.6 LOS by Move: C- C- C- D+ D+ D E+ C C F D+ D+ HCM2k95thQ: 1 1 5 12 12 30 22 42 42 10 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-43 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 91 1504*** 189 Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 150 75 1 1 183 Loss Time (sec): 12 0 0 1595 3 Critical V/C: 1.014 3 860 0 Avg Crit Del (sec/veh): 91.7 0 591- 1 Avg Delay (sec/veh): 66.9 2 595*** LOS: E t Lanes: 2 0 2 0 1 Final Vol: 449*** 811 276 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 356 689 202 179 1369 91 75 1389 496 452 707 176 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 356 689 202 179 1369 91 75 1389 496 452 707 176 Added Vol: 12 43 74 10 65 0 0 206 25 139 145 7 PasserByVol: 81 79 0 0 70 0 0 0 70 4 8 0 Initial Fut: 449 811 276 189 1504 91 75 1595 591 595 860 183 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 449 811 276 189 1504 91 75 1595 591 595 860 183 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 449 811 276 189 1504 91 75 1595 591 595 860 183 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 449 811 276 189 1504 91 75 1595 591 595 860 183 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.21 0.16 0.11 0.26 0.05 0.04 0.28 0.34 0.19 0.15 0.10 Crit Moves: **** **** **** **** Green Time: 21.1 39.9 39.9 20.2 39.0 57.4 18.4 50.0 50.0 27.9 59.5 59.5 Volume/Cap: 1.01 0.80 0.59 0.80 1.01 0.14 0.35 0.84 1.01 1.01 0.38 0.26 Delay/Veh: 110.8 56.0 50.0 80.6 82.4 30.2 61.3 49.9 90.9 101.8 32.3 30.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 110.8 56.0 50.0 80.6 82.4 30.2 61.3 49.9 90.9 101.8 32.3 30.7 LOS by Move: F E+ D F F C E D F F C- C HCM2k95thQ: 23 28 20 20 47 6 7 41 57 33 17 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Page 2-44 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #22: Wolfe Road / EI Camino Real Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=ProtecURights=Oved ap Final Vol: 91 1582*** 189 Lanes: 1 0 3 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 150 75 1 1 183 Loss Time (sec): 12 0 0 1595 3 Critical V/C: 1.057 3 860 0 Avg Crit Del (sec/veh): 104.3 0 607*'* 1 Avg Delay (sec/veh): 73.4 2 622*** LOS: E t Lanes: 2 0 2 0 1 Final Vol: 474*** 887 313 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 356 689 202 179 1369 91 75 1389 496 452 707 176 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 356 689 202 179 1369 91 75 1389 496 452 707 176 Added Vol: 37 119 111 10 143 0 0 206 41 166 145 7 PasserByVol: 81 79 0 0 70 0 0 0 70 4 8 0 Initial Fut: 474 887 313 189 1582 91 75 1595 607 622 860 183 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 474 887 313 189 1582 91 75 1595 607 622 860 183 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 474 887 313 189 1582 91 75 1595 607 622 860 183 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 474 887 313 189 1582 91 75 1595 607 622 860 183 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3150 3800 1750 1750 5700 1750 1750 5700 1750 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.15 0.23 0.18 0.11 0.28 0.05 0.04 0.28 0.35 0.20 0.15 0.10 Crit Moves: **** **** **** **** Green Time: 21.4 41.5 41.5 19.2 39.4 57.6 18.2 49.2 49.2 28.0 59.0 59.0 Volume/Cap: 1.06 0.84 0.65 0.84 1.06 0.14 0.35 0.85 1.06 1.06 0.38 0.27 Delay/Veh: 122.6 57.5 50.8 88.0 95.2 30.1 61.5 51.0 103.9 114.0 32.6 31.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 122.6 57.5 50.8 88.0 95.2 30.1 61.5 51.0 103.9 114.0 32.6 31.0 LOS by Move: F E+ D F F C E D- F F C- C HCM2k95thQ: 25 31 23 21 51 6 7 41 61 36 17 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-45 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #23: Wolfe Road / Fremont Avenue Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 721 1913*** 81 Lanes: 0 1 1 1 4 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: 487*** 2 Cycle Time (sec): 170 0 19 0 Loss Time (sec): 12 1 500 2 Critical V/C: 0.946 0 30*** 0 � Avg Crit Del (sec/veh): 57.7 � 0 506 1 Avg Delay (sec/veh): 64.9 1 14 LOS: E .,*trs*n Lanes: 1 0 2 1 0 Final Vol: 301*** 1005 78 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 213 773 71 81 1644 616 430 489 425 14 30 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 773 71 81 1644 616 430 489 425 14 30 19 Added Vol: 20 72 0 0 126 103 57 0 19 0 0 0 PasserByVol: 68 160 7 0 143 2 0 11 62 0 0 0 Initial Fut: 301 1005 78 81 1913 721 487 500 506 14 30 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 301 1005 78 81 1913 721 487 500 506 14 30 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 301 1005 78 81 1913 721 487 500 506 14 30 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 301 1005 78 81 1913 721 487 500 506 14 30 19 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.95 0.97 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.78 0.22 0.09 2.10 0.81 2.00 2.00 1.00 1.00 0.61 0.39 Final Sat.: 1750 5196 403 164 3875 1460 3150 3800 1750 1750 1102 698 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.19 0.19 0.00 0.49 0.49 0.15 0.13 0.29 0.01 0.03 0.03 Crit Moves: **** **** **** **** Green Time: 31.2 34.0 34.0 89.8 89.6 89.6 27.2 28.3 59.5 8.9 10.0 10.0 Volume/Cap: 0.94 0.97 0.97 0.93 0.94 0.94 0.97 0.79 0.83 0.15 0.46 0.46 Delay/Veh: 102.4 86.8 86.8 43.8 44.2 44.2 102.6 74.6 59.5 77.8 80.6 80.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 102.4 86.8 86.8 43.8 44.2 44.2 102.6 74.6 59.5 77.8 80.6 80.6 LOS by Move: F F F D D D F E E+ E- F F HCM2k95thQ: 31 35 35 66 66 66 26 21 40 2 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-46 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #23: Wolfe Road / Fremont Avenue Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 721 2034*** 81 Lanes: 0 1 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 170 487*** 2 0 19 Loss Time (sec): 12 0 1 500 2 Critical V/C: 0.984 0 30*** 0 Avg Crit Del (sec/veh): 65.2 0 527 1 Avg Delay (sec/veh): 72.9 1 14 LOS: E t Lanes: 1 0 2 1 0 Final Vol: 325*** 1142 78 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 213 773 71 81 1644 616 430 489 425 14 30 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 773 71 81 1644 616 430 489 425 14 30 19 Added Vol: 44 209 0 0 247 103 57 0 40 0 0 0 PasserByVol: 68 160 7 0 143 2 0 11 62 0 0 0 Initial Fut: 325 1142 78 81 2034 721 487 500 527 14 30 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 325 1142 78 81 2034 721 487 500 527 14 30 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 325 1142 78 81 2034 721 487 500 527 14 30 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 325 1142 78 81 2034 721 487 500 527 14 30 19 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.97 0.95 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.80 0.20 0.09 2.13 0.78 2.00 2.00 1.00 1.00 0.61 0.39 Final Sat.: 1750 5241 358 157 3944 1398 3150 3800 1750 1750 1102 698 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.19 0.22 0.22 0.00 0.52 0.52 0.15 0.13 0.30 0.01 0.03 0.03 Crit Moves: **** **** **** **** Green Time: 32.4 36.3 36.3 88.9 89.9 89.9 25.8 27.2 59.6 8.5 10.0 10.0 Volume/Cap: 0.98 1.02 1.02 0.99 0.98 0.98 1.02 0.82 0.86 0.16 0.46 0.46 Delay/Veh: 111.0 98.1 98.1 53.5 50.5 50.5 118.5 77.8 63.0 78.2 80.6 80.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 111.0 98.1 98.1 53.5 50.5 50.5 118.5 77.8 63.0 78.2 80.6 80.6 LOS by Move: F F F D- D D F E- E E- F F HCM2k95thQ: 33 40 40 74 73 73 27 21 42 2 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-47 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 2055 315*** Lanes: 0 0 2 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 136 Loss Time (sec): 9 0 -0�- 0 0 0 Critical V/C: 0.728 1! 0 0 Avg Crit Del (sec/veh): 33.5 0 0 0 Avg Delay (sec/veh): 20.2 0 55*** LOS: C+ Lanes: 0 0 1 1 0 Final Vol: 0 1371*** 74 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1046 74 315 1688 0 0 0 0 55 0 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1046 74 315 1688 0 0 0 0 55 0 136 Added Vol: 0 92 0 0 145 0 0 0 0 0 0 0 PasserByVol: 0 233 0 0 222 0 0 0 0 0 0 0 Initial Fut: 0 1371 74 315 2055 0 0 0 0 55 0 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1371 74 315 2055 0 0 0 0 55 0 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1371 74 315 2055 0 0 0 0 55 0 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1371 74 315 2055 0 0 0 0 55 0 136 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.89 0.11 1.00 2.00 0.00 0.00 0.00 0.00 0.29 0.00 0.71 Final Sat.: 0 3510 189 1750 3800 0 0 0 0 504 0 1246 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.39 0.18 0.54 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves: **** **** **** Green Time: 0.0 72.4 72.4 33.4 106 0.0 0.0 0.0 0.0 20.2 0.0 20.2 Volume/Cap: 0.00 0.73 0.73 0.73 0.69 0.00 0.00 0.00 0.00 0.73 0.00 0.73 Delay/Veh: 0.0 25.2 25.2 52.8 7.6 0.0 0.0 0.0 0.0 64.6 0.0 64.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 25.2 25.2 52.8 7.6 0.0 0.0 0.0 0.0 64.6 0.0 64.6 LOS by Move: A C C D- A A A A A E A E HCM2k95thQ: 0 38 38 22 32 0 0 0 0 18 0 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-48 0 -0�- 0 0 0 Critical V/C: 0.781 1! 0 0 Avg Crit Del (sec/veh): 34.3 0 0 0 Avg Delay (sec/veh): 20.9 0 60*** LOS: C+ Lanes: 0 0 1 1 0 Final Vol: 0 1532*** 83 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1046 74 315 1688 0 0 0 0 55 0 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1046 74 315 1688 0 0 0 0 55 0 136 Added Vol: 0 253 9 0 287 0 0 0 0 5 0 0 PasserByVol: 0 233 0 0 222 0 0 0 0 0 0 0 Initial Fut: 0 1532 83 315 2197 0 0 0 0 60 0 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1532 83 315 2197 0 0 0 0 60 0 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1532 83 315 2197 0 0 0 0 60 0 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1532 83 315 2197 0 0 0 0 60 0 136 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.89 0.11 1.00 2.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69 Final Sat.: 0 3510 190 1750 3800 0 0 0 0 536 0 1214 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.44 0.18 0.58 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves: **** **** **** Green Time: 0.0 75.5 75.5 31.1 107 0.0 0.0 0.0 0.0 19.4 0.0 19.4 Volume/Cap: 0.00 0.78 0.78 0.78 0.73 0.00 0.00 0.00 0.00 0.78 0.00 0.78 Delay/Veh: 0.0 25.3 25.3 58.2 8.0 0.0 0.0 0.0 0.0 70.3 0.0 70.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 25.3 25.3 58.2 8.0 0.0 0.0 0.0 0.0 70.3 0.0 70.3 LOS by Move: A C C E+ A A A A A E A E HCM2k95thQ: 0 43 43 22 35 0 0 0 0 19 0 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #24: Wolfe Road / Marion Way Sig nal=Protect/Rights=Include Final Vol: 0 2197 315*** Lanes: 0 0 2 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 0 0 0 136 Loss Time (sec): 9 0 -0�- 0 0 0 Critical V/C: 0.781 1! 0 0 Avg Crit Del (sec/veh): 34.3 0 0 0 Avg Delay (sec/veh): 20.9 0 60*** LOS: C+ Lanes: 0 0 1 1 0 Final Vol: 0 1532*** 83 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Marion Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1046 74 315 1688 0 0 0 0 55 0 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1046 74 315 1688 0 0 0 0 55 0 136 Added Vol: 0 253 9 0 287 0 0 0 0 5 0 0 PasserByVol: 0 233 0 0 222 0 0 0 0 0 0 0 Initial Fut: 0 1532 83 315 2197 0 0 0 0 60 0 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1532 83 315 2197 0 0 0 0 60 0 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1532 83 315 2197 0 0 0 0 60 0 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1532 83 315 2197 0 0 0 0 60 0 136 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 0.92 0.92 0.92 Lanes: 0.00 1.89 0.11 1.00 2.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69 Final Sat.: 0 3510 190 1750 3800 0 0 0 0 536 0 1214 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.44 0.18 0.58 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Crit Moves: **** **** **** Green Time: 0.0 75.5 75.5 31.1 107 0.0 0.0 0.0 0.0 19.4 0.0 19.4 Volume/Cap: 0.00 0.78 0.78 0.78 0.73 0.00 0.00 0.00 0.00 0.78 0.00 0.78 Delay/Veh: 0.0 25.3 25.3 58.2 8.0 0.0 0.0 0.0 0.0 70.3 0.0 70.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 25.3 25.3 58.2 8.0 0.0 0.0 0.0 0.0 70.3 0.0 70.3 LOS by Move: A C C E+ A A A A A E A E HCM2k95thQ: 0 43 43 22 35 0 0 0 0 19 0 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-49 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 178 1751*** 158 Lanes: 0 1 4 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 96 0 1 74 Loss Time (sec): 9 1 0 216*** 0 Critical V/C: 0.767 0 101 0 Avg Crit Del (sec/veh): 23.9 1 61 1 Avg Delay (sec/veh): 24.7 0 27 LOS: C t Lanes: 1 0 1 1 0 Final Vol: 33*** 1299 74 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 21 974 72 158 1384 178 96 216 57 26 101 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 974 72 158 1384 178 96 216 57 26 101 74 Added Vol: 0 92 0 0 145 0 0 0 0 0 0 0 PasserByVol: 12 233 2 0 222 0 0 0 4 1 0 0 Initial Fut: 33 1299 74 158 1751 178 96 216 61 27 101 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 33 1299 74 158 1751 178 96 216 61 27 101 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 1299 74 158 1751 178 96 216 61 27 101 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 33 1299 74 158 1751 178 96 216 61 27 101 74 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.89 0.11 1.00 1.81 0.19 0.31 0.69 1.00 0.21 0.79 1.00 Final Sat.: 1750 3500 199 1750 3358 341 554 1246 1750 380 1420 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.37 0.37 0.09 0.52 0.52 0.17 0.17 0.03 0.07 0.07 0.04 Crit Moves: **** **** **** Green Time: 7.0 74.4 74.4 18.1 85.6 85.6 28.4 28.4 35.4 28.4 28.4 46.6 Volume/Cap: 0.35 0.65 0.65 0.65 0.79 0.79 0.79 0.79 0.13 0.33 0.33 0.12 Delay/Veh: 61.6 19.6 19.6 58.9 17.7 17.7 58.5 58.5 35.8 43.2 43.2 28.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 61.6 19.6 19.6 58.9 17.7 17.7 58.5 58.5 35.8 43.2 43.2 28.0 LOS by Move: E B- B- E+ B B E+ E+ D+ D D C HCM2k95thQ: 3 32 32 12 45 45 25 25 4 9 9 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-50 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #25: Wolfe Road / Inverness Way Signal=Protect/Ri ghts=l ncl ude Final Vol: 178 1898*** 158 Lanes: 0 1 4 1 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 96 0 1 74 Loss Time (sec): 9 1 0 216*** 0 Critical V/C: 0.815 0 101 0 Avg Crit Del (sec/veh): 25.5 1 66 1 Avg Delay (sec/veh): 25.5 0 32 LOS: C t Lanes: 1 0 1 1 0 Final Vol: 42*** 1470 83 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Inverness Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 21 974 72 158 1384 178 96 216 57 26 101 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 21 974 72 158 1384 178 96 216 57 26 101 74 Added Vol: 9 263 9 0 292 0 0 0 5 5 0 0 PasserByVol: 12 233 2 0 222 0 0 0 4 1 0 0 Initial Fut: 42 1470 83 158 1898 178 96 216 66 32 101 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 42 1470 83 158 1898 178 96 216 66 32 101 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 1470 83 158 1898 178 96 216 66 32 101 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 1470 83 158 1898 178 96 216 66 32 101 74 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.89 0.11 1.00 1.82 0.18 0.31 0.69 1.00 0.24 0.76 1.00 Final Sat.: 1750 3502 198 1750 3383 317 554 1246 1750 433 1367 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.42 0.42 0.09 0.56 0.56 0.17 0.17 0.04 0.07 0.07 0.04 Crit Moves: **** **** **** Green Time: 7.0 77.4 77.4 16.7 87.1 87.1 26.9 26.9 33.9 26.9 26.9 43.6 Volume/Cap: 0.45 0.70 0.70 0.70 0.84 0.84 0.84 0.84 0.14 0.36 0.36 0.13 Delay/Veh: 63.0 19.4 19.4 64.1 18.8 18.8 64.7 64.7 37.1 44.7 44.7 30.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.0 19.4 19.4 64.1 18.8 18.8 64.7 64.7 37.1 44.7 44.7 30.1 LOS by Move: E B- B- E B- B- E E D+ D D C HCM2k95thQ: 3 36 36 12 51 51 26 26 4 10 10 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-51 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 96 1366 155 - Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 115 1 0 126 Loss Time (sec): 12 0 1 949... 2 Critical V/C: 0.920 1 830 0 Avg Crit Del (sec/veh): 68.8 0 342 1 Avg Delay (sec/veh): 54.2 2 608 - LOS: D- Lanes: 2 0 2 0 1 Final Vol: 450 991 629`*` Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 264 700 433 127 1035 78 103 793 232 441 623 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 700 433 127 1035 78 103 793 232 441 623 86 Added Vol: 25 70 20 14 112 18 12 97 43 43 104 10 PasserByVol: 161 221 176 14 219 0 0 59 67 124 103 30 Initial Fut: 450 991 629 155 1366 96 115 949 342 608 830 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 450 991 629 155 1366 96 115 949 342 608 830 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 450 991 629 155 1366 96 115 949 342 608 830 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 450 991 629 155 1366 96 115 949 342 608 830 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.98 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.80 0.20 1.00 2.00 1.00 2.00 1.73 0.27 Final Sat.: 3150 3800 1750 3150 5232 368 1750 3800 1750 3150 3212 488 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.26 0.36 0.05 0.26 0.26 0.07 0.25 0.20 0.19 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 25.1 62.5 62.5 8.6 45.9 45.9 15.6 43.4 43.4 33.6 61.4 61.4 Volume/Cap: 0.91 0.67 0.92 0.92 0.91 0.91 0.67 0.92 0.72 0.92 0.67 0.67 Delay/Veh: 78.9 24.2 44.3 119.3 48.3 48.3 79.9 69.6 58.1 80.1 42.3 42.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.9 24.2 44.3 119.3 48.3 48.3 79.9 69.6 58.1 80.1 42.3 42.3 LOS by Move: E- C D F D D E- E E+ F D D HCM2k95thQ: 25 26 50 10 38 38 11 38 26 31 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-52 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #26: Wolfe Road / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 96 1523*** 155 Lanes: 0 1 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 160 115 1 0 126 Loss Time (sec): 12 0 1 949*** 2 Critical V/C: 0.975 1 830 0 � Avg Crit Del (sec/veh): 73.7 � 0 384 1 Avg Delay (sec/veh): 60.1 2 639*** LOS: E t Lanes: 2 0 2 0 1 Final Vol: 504*** 1180 673 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 264 700 433 127 1035 78 103 793 232 441 623 86 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 700 433 127 1035 78 103 793 232 441 623 86 Added Vol: 79 259 64 14 269 18 12 97 85 74 104 10 PasserByVol: 161 221 176 14 219 0 0 59 67 124 103 30 Initial Fut: 504 1180 673 155 1523 96 115 949 384 639 830 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 504 1180 673 155 1523 96 115 949 384 639 830 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 504 1180 673 155 1523 96 115 949 384 639 830 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 504 1180 673 155 1523 96 115 949 384 639 830 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 0.98 0.95 0.92 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 2.00 1.00 2.00 2.82 0.18 1.00 2.00 1.00 2.00 1.73 0.27 Final Sat.: 3150 3800 1750 3150 5268 332 1750 3800 1750 3150 3212 488 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.16 0.31 0.38 0.05 0.29 0.29 0.07 0.25 0.22 0.20 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 26.3 65.4 65.4 8.4 47.5 47.5 15.1 41.0 41.0 33.3 59.2 59.2 Volume/Cap: 0.97 0.76 0.94 0.94 0.97 0.97 0.70 0.97 0.86 0.97 0.70 0.70 Delay/Veh: 90.9 24.2 45.2 125.8 56.5 56.5 82.7 81.8 71.7 91.7 44.4 44.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 90.9 24.2 45.2 125.8 56.5 56.5 82.7 81.8 71.7 91.7 44.4 44.4 LOS by Move: F C D F E+ E+ F F E F D D HCM2k95thQ: 29 33 54 10 45 45 11 40 32 34 31 31 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-53 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 97 2075*** 107 Lanes: 0 1 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 373 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.685 0 0 0 Avg Crit Del (sec/veh): 35.9 0 17*'* 1 Avg Delay (sec/veh): 33.8 3 1074*** LOS: C- t Lanes: 0 0 3 0 2 Final Vol: 0*** 1609 337 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 12 41 1616 15 0 0 17 183 0 101 Added Vol: 0 115 0 0 191 7 0 0 0 0 0 0 PasserByVol: 0 284 325 66 268 75 0 0 0 891 0 272 Initial Fut: 0 1609 337 107 2075 97 0 0 17 1074 0 373 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1609 337 107 2075 97 0 0 17 1074 0 373 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1609 337 107 2075 97 0 0 17 1074 0 373 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1609 337 107 2075 97 0 0 17 1074 0 373 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.86 0.14 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5350 250 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.11 0.03 0.39 0.39 0.00 0.00 0.01 0.24 0.00 0.21 Crit Moves: **** **** **** **** Green Time: 0.0 74.3 126.5 11.5 85.8 85.8 0.0 0.0 10.0 52.2 0.0 63.7 Volume/Cap: 0.00 0.61 0.14 0.47 0.72 0.72 0.00 0.00 0.16 0.72 0.00 0.54 Delay/Veh: 0.0 32.4 4.0 72.9 29.0 29.0 0.0 0.0 71.7 49.3 0.0 37.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.4 4.0 72.9 29.0 29.0 0.0 0.0 71.7 49.3 0.0 37.6 LOS by Move: A C- A E C C A A E D A D+ HCM2k95thQ: 0 33 5 6 42 42 0 0 2 34 0 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-54 0 0 o 0 Critical V/C: 0.729 0 0 0 Avg Crit Del (sec/veh): 36.5 0 17*'* 1 Avg Delay (sec/veh): 34.2 3 1074*** LOS: C- t Lanes: 0 0 3 0 2 Final Vol: 0*** 1896 337 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 12 41 1616 15 0 0 17 183 0 101 Added Vol: 0 402 0 0 420 7 0 0 0 0 0 0 PasserByVol: 0 284 325 66 268 75 0 0 0 891 0 272 Initial Fut: 0 1896 337 107 2304 97 0 0 17 1074 0 373 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1896 337 107 2304 97 0 0 17 1074 0 373 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1896 337 107 2304 97 0 0 17 1074 0 373 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1896 337 107 2304 97 0 0 17 1074 0 373 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.87 0.13 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5373 226 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.33 0.11 0.03 0.43 0.43 0.00 0.00 0.01 0.24 0.00 0.21 Crit Moves: **** **** **** **** Green Time: 0.0 78.7 127.7 10.3 89.0 89.0 0.0 0.0 10.0 49.0 0.0 59.3 Volume/Cap: 0.00 0.68 0.13 0.53 0.77 0.77 0.00 0.00 0.16 0.77 0.00 0.57 Delay/Veh: 0.0 31.7 3.7 75.0 28.8 28.8 0.0 0.0 71.7 53.1 0.0 41.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.7 3.7 75.0 28.8 28.8 0.0 0.0 71.7 53.1 0.0 41.5 LOS by Move: A C A E C C A A E D- A D HCM2k95thQ: 0 38 4 6 46 46 0 0 2 35 0 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #27: Wolfe Road / Apple Park Signal=Protect/Ri ghts=l ncl ude Final Vol: 97 2304*** 107 Lanes: 0 1 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 373 Loss Time (sec): 12 0 0 o 0 Critical V/C: 0.729 0 0 0 Avg Crit Del (sec/veh): 36.5 0 17*'* 1 Avg Delay (sec/veh): 34.2 3 1074*** LOS: C- t Lanes: 0 0 3 0 2 Final Vol: 0*** 1896 337 Sig nal=ProtecURights=Oved ap Street Name: Wolfe Road Apple Park Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1210 12 41 1616 15 0 0 17 183 0 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1210 12 41 1616 15 0 0 17 183 0 101 Added Vol: 0 402 0 0 420 7 0 0 0 0 0 0 PasserByVol: 0 284 325 66 268 75 0 0 0 891 0 272 Initial Fut: 0 1896 337 107 2304 97 0 0 17 1074 0 373 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1896 337 107 2304 97 0 0 17 1074 0 373 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1896 337 107 2304 97 0 0 17 1074 0 373 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1896 337 107 2304 97 0 0 17 1074 0 373 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.83 0.98 0.95 0.92 1.00 0.92 0.80 1.00 0.92 Lanes: 0.00 3.00 2.00 2.00 2.87 0.13 0.00 0.00 1.00 3.00 0.00 1.00 Final Sat.: 0 5700 3150 3150 5373 226 0 0 1750 4551 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.33 0.11 0.03 0.43 0.43 0.00 0.00 0.01 0.24 0.00 0.21 Crit Moves: **** **** **** **** Green Time: 0.0 78.7 127.7 10.3 89.0 89.0 0.0 0.0 10.0 49.0 0.0 59.3 Volume/Cap: 0.00 0.68 0.13 0.53 0.77 0.77 0.00 0.00 0.16 0.77 0.00 0.57 Delay/Veh: 0.0 31.7 3.7 75.0 28.8 28.8 0.0 0.0 71.7 53.1 0.0 41.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.7 3.7 75.0 28.8 28.8 0.0 0.0 71.7 53.1 0.0 41.5 LOS by Move: A C A E C C A A E D- A D HCM2k95thQ: 0 38 4 6 46 46 0 0 2 35 0 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-55 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 41 2984*** 127 Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 31 1 0 75 Loss Time (sec): 12 0 1 1*** 0 Critical V/C: 0.825 0 0 1 Avg Crit Del (sec/veh): 24.3 0 97 0 Avg Delay (sec/veh): 21.6 1 135*** LOS: C+ t Lanes: 2 0 4 1 0 Final Vol: 187*** 1885 251 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 24 58 181 87 102 2 8 0 20 103 0 50 PasserByVol: 0 610 0 0 1165 0 0 0 0 0 0 0 Initial Fut: 187 1885 251 127 2984 41 31 1 97 135 0 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 187 1885 251 127 2984 41 31 1 97 135 0 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 1885 251 127 2984 41 31 1 97 135 0 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 187 1885 251 127 2984 41 31 1 97 135 0 75 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.39 0.61 1.00 2.96 0.04 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8293 1104 1750 5524 76 1750 18 1782 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.23 0.23 0.07 0.54 0.54 0.02 0.05 0.05 0.08 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 7.3 55.7 55.7 17.8 66.3 66.3 8.0 10.0 10.0 9.5 0.0 11.4 Volume/Cap: 0.86 0.43 0.43 0.43 0.86 0.86 0.23 0.57 0.57 0.86 0.00 0.38 Delay/Veh: 75.0 15.0 15.0 40.0 17.8 17.8 46.5 50.0 50.0 81.3 0.0 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.0 15.0 15.0 40.0 17.8 17.8 46.5 50.0 50.0 81.3 0.0 44.7 LOS by Move: E- B B D B B D D D F A D HCM2k95thQ: 8 15 15 8 44 44 3 8 8 14 0 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paue 2-56 0 1 1*** 0 Critical V/C: 0.872 0 0 1 Avg Crit Del (sec/veh): 27.0 0 97 0 Avg Delay (sec/veh): 22.8 1 135*** LOS: C+ t Lanes: 2 0 4 1 0 Final Vol: 187*** 2172 251 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 24 345 181 87 331 2 8 0 20 103 0 50 PasserByVol: 0 610 0 0 1165 0 0 0 0 0 0 0 Initial Fut: 187 2172 251 127 3213 41 31 1 97 135 0 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 187 2172 251 127 3213 41 31 1 97 135 0 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 2172 251 127 3213 41 31 1 97 135 0 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 187 2172 251 127 3213 41 31 1 97 135 0 75 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.46 0.54 1.00 2.96 0.04 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8424 974 1750 5529 71 1750 18 1782 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.26 0.07 0.58 0.58 0.02 0.05 0.05 0.08 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 7.0 57.8 57.8 16.3 67.1 67.1 7.8 10.0 10.0 8.9 0.0 11.1 Volume/Cap: 0.89 0.47 0.47 0.47 0.91 0.91 0.24 0.57 0.57 0.91 0.00 0.39 Delay/Veh: 82.6 14.4 14.4 41.7 20.3 20.3 46.8 50.0 50.0 95.5 0.0 45.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.6 14.4 14.4 41.7 20.3 20.3 46.8 50.0 50.0 95.5 0.0 45.1 LOS by Move: F B B D C+ C+ D D D F A D HCM2k95thQ: 8 17 17 8 50 50 3 8 8 15 0 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #28: Wolfe Road / Pruneridge Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 41 3213*** 127 Lanes: 0 1 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 31 1 0 75 Loss Time (sec): 12 0 1 1*** 0 Critical V/C: 0.872 0 0 1 Avg Crit Del (sec/veh): 27.0 0 97 0 Avg Delay (sec/veh): 22.8 1 135*** LOS: C+ t Lanes: 2 0 4 1 0 Final Vol: 187*** 2172 251 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 163 1217 70 40 1717 39 23 1 77 32 0 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1217 70 40 1717 39 23 1 77 32 0 25 Added Vol: 24 345 181 87 331 2 8 0 20 103 0 50 PasserByVol: 0 610 0 0 1165 0 0 0 0 0 0 0 Initial Fut: 187 2172 251 127 3213 41 31 1 97 135 0 75 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 187 2172 251 127 3213 41 31 1 97 135 0 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 2172 251 127 3213 41 31 1 97 135 0 75 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 187 2172 251 127 3213 41 31 1 97 135 0 75 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 0.98 0.95 0.92 0.95 0.95 0.92 1.00 0.95 Lanes: 2.00 4.46 0.54 1.00 2.96 0.04 1.00 0.01 0.99 1.00 0.00 1.00 Final Sat.: 3150 8424 974 1750 5529 71 1750 18 1782 1750 0 1800 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.26 0.07 0.58 0.58 0.02 0.05 0.05 0.08 0.00 0.04 Crit Moves: **** **** **** **** Green Time: 7.0 57.8 57.8 16.3 67.1 67.1 7.8 10.0 10.0 8.9 0.0 11.1 Volume/Cap: 0.89 0.47 0.47 0.47 0.91 0.91 0.24 0.57 0.57 0.91 0.00 0.39 Delay/Veh: 82.6 14.4 14.4 41.7 20.3 20.3 46.8 50.0 50.0 95.5 0.0 45.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.6 14.4 14.4 41.7 20.3 20.3 46.8 50.0 50.0 95.5 0.0 45.1 LOS by Move: F B B D C+ C+ D D D F A D HCM2k95thQ: 8 17 17 8 50 50 3 8 8 15 0 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-57 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 2289*** 0 Lanes: 2 0 3 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 0 0 2 841 *** Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.799 0 0 0 � Avg Crit Del (sec/veh): 15.2 � 0 0 0 Avg Delay (sec/veh): 13.8 2 667 LOS: B t Lanes: 0 0 3 0 2 Final Vol: 0 1396 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 176 15 0 185 41 0 0 0 10 0 86 PasserByVol: 0 438 279 0 687 479 0 0 0 100 0 172 Initial Fut: 0 1396 820 0 2289 1082 0 0 0 667 0 841 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1396 0 0 2289 0 0 0 0 667 0 841 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1396 0 0 2289 0 0 0 0 667 0 841 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1396 0 0 2289 0 0 0 0 667 0 841 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5700 3150 0 5700 3150 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.21 0.00 0.27 Crit Moves: **** **** Green Time: 0.0 27.6 0.0 0.0 27.6 0.0 0.0 0.0 0.0 18.4 0.0 18.4 Volume/Cap: 0.00 0.49 0.00 0.00 0.80 0.00 0.00 0.00 0.00 0.63 0.00 0.80 Delay/Veh: 0.0 9.2 0.0 0.0 13.0 0.0 0.0 0.0 0.0 16.8 0.0 21.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 9.2 0.0 0.0 13.0 0.0 0.0 0.0 0.0 16.8 0.0 21.1 LOS by Move: A A A A B A A A A B A C+ HCM2k95thQ: 0 5 0 0 12 0 0 0 0 13 0 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-58 0 0 0 0 Critical V/C: 0.861 0 0 0 � Avg Crit Del (sec/veh): 17.2 � 0 0 0 Avg Delay (sec/veh): 15.8 2 877"` LOS: B t Lanes: 0 0 3 0 2 Final Vol: 0 1683 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 463 315 0 414 41 0 0 0 220 0 86 PasserByVol: 0 438 279 0 687 479 0 0 0 100 0 172 Initial Fut: 0 1683 1120 0 2518 1082 0 0 0 877 0 841 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1683 0 0 2518 0 0 0 0 877 0 841 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1683 0 0 2518 0 0 0 0 877 0 841 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1683 0 0 2518 0 0 0 0 877 0 841 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5700 3150 0 5700 3150 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.30 0.00 0.00 0.44 0.00 0.00 0.00 0.00 0.28 0.00 0.27 Crit Moves: **** **** Green Time: 0.0 28.2 0.0 0.0 28.2 0.0 0.0 0.0 0.0 17.8 0.0 17.8 Volume/Cap: 0.00 0.58 0.00 0.00 0.86 0.00 0.00 0.00 0.00 0.86 0.00 0.83 Delay/Veh: 0.0 9.5 0.0 0.0 14.5 0.0 0.0 0.0 0.0 25.0 0.0 22.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 9.5 0.0 0.0 14.5 0.0 0.0 0.0 0.0 25.0 0.0 22.8 LOS by Move: A A A A B A A A A C A C+ HCM2k95thQ: 0 6 0 0 15 0 0 0 0 22 0 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #29: Wolfe Road / 1-280 Ramp (North) Sig nal=Permit/Rights=l gnore Final Vol: 0 2518"' 0 Lanes: 2 0 3 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 0 0 2 841 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.861 0 0 0 � Avg Crit Del (sec/veh): 17.2 � 0 0 0 Avg Delay (sec/veh): 15.8 2 877"` LOS: B t Lanes: 0 0 3 0 2 Final Vol: 0 1683 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (North) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 10 10 0 10 10 0 0 0 10 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 782 526 0 1417 562 0 0 0 557 0 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 782 526 0 1417 562 0 0 0 557 0 583 Added Vol: 0 463 315 0 414 41 0 0 0 220 0 86 PasserByVol: 0 438 279 0 687 479 0 0 0 100 0 172 Initial Fut: 0 1683 1120 0 2518 1082 0 0 0 877 0 841 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1683 0 0 2518 0 0 0 0 877 0 841 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1683 0 0 2518 0 0 0 0 877 0 841 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1683 0 0 2518 0 0 0 0 877 0 841 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.92 1.00 0.92 0.83 1.00 0.83 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat.: 0 5700 3150 0 5700 3150 0 0 0 3150 0 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.30 0.00 0.00 0.44 0.00 0.00 0.00 0.00 0.28 0.00 0.27 Crit Moves: **** **** Green Time: 0.0 28.2 0.0 0.0 28.2 0.0 0.0 0.0 0.0 17.8 0.0 17.8 Volume/Cap: 0.00 0.58 0.00 0.00 0.86 0.00 0.00 0.00 0.00 0.86 0.00 0.83 Delay/Veh: 0.0 9.5 0.0 0.0 14.5 0.0 0.0 0.0 0.0 25.0 0.0 22.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 9.5 0.0 0.0 14.5 0.0 0.0 0.0 0.0 25.0 0.0 22.8 LOS by Move: A A A A B A A A A C A C+ HCM2k95thQ: 0 6 0 0 15 0 0 0 0 22 0 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-59 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 1935*** 0 Lanes: 2 0 3 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 644*** 2 0 0 Loss Time (sec): 9 0 0 0 11 Critical V/C: 0.592 0 0 0 � Avg Crit Del (sec/veh): 11.8 � 0 531 2 Avg Delay (sec/veh): 10.1 0 0 LOS: 13+ t Lanes: 0 0 3 0 2 Final Vol: 0 1604 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 126 10 0 144 51 65 0 16 0 0 0 PasserByVol: 0 379 12 0 390 397 348 0 140 0 0 0 Initial Fut: 0 1604 485 0 1935 1013 644 0 531 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1604 0 0 1935 0 644 0 531 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1604 0 0 1935 0 644 0 531 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1604 0 0 1935 0 644 0 531 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.85 1.00 0.84 0.92 1.00 0.92 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 2.54 0.00 2.46 0.00 0.00 0.00 Final Sat.: 0 5700 3150 0 5700 3150 4127 0 3918 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.00 0.00 0.34 0.00 0.16 0.00 0.14 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 31.5 0.0 0.0 31.5 0.0 14.5 0.0 14.5 0.0 0.0 0.0 Volume/Cap: 0.00 0.49 0.00 0.00 0.59 0.00 0.59 0.00 0.51 0.00 0.00 0.00 Delay/Veh: 0.0 7.1 0.0 0.0 7.9 0.0 18.2 0.0 17.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 7.1 0.0 0.0 7.9 0.0 18.2 0.0 17.5 0.0 0.0 0.0 LOS by Move: A A A A A A B- A B A A A HCM2k95thQ: 0 2 0 0 3 0 10 0 9 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-60 0 0 0 11 Critical V/C: 0.710 0 0 0 � Avg Crit Del (sec/veh): 12.9 � 0 725`"` 2 Avg Delay (sec/veh): 11.0 0 0 LOS: 13+ t Lanes: 0 0 3 0 2 Final Vol: 0 2191 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 713 381 0 583 51 65 0 210 0 0 0 PasserByVol: 0 379 12 0 390 397 348 0 140 0 0 0 Initial Fut: 0 2191 856 0 2374 1013 644 0 725 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2191 0 0 2374 0 644 0 725 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2191 0 0 2374 0 644 0 725 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2191 0 0 2374 0 644 0 725 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.84 1.00 0.85 0.92 1.00 0.92 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 2.47 0.00 2.53 0.00 0.00 0.00 Final Sat.: 0 5700 3150 0 5700 3150 3960 0 4088 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.00 0.00 0.42 0.00 0.16 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 32.3 0.0 0.0 32.3 0.0 13.7 0.0 13.7 0.0 0.0 0.0 Volume/Cap: 0.00 0.66 0.00 0.00 0.71 0.00 0.65 0.00 0.71 0.00 0.00 0.00 Delay/Veh: 0.0 8.1 0.0 0.0 8.8 0.0 19.2 0.0 20.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 8.1 0.0 0.0 8.8 0.0 19.2 0.0 20.1 0.0 0.0 0.0 LOS by Move: A A A A A A B- A C+ A A A HCM2k95thQ: 0 3 0 0 3 0 11 0 13 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #30: Wolfe Road / 1-280 Ramp (South) Sig nal=Permit/Rights=l gnore Final Vol: 0 2374*** 0 Lanes: 2 0 3 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 55 644 2 0 0 Loss Time (sec): 9 0 0 0 11 Critical V/C: 0.710 0 0 0 � Avg Crit Del (sec/veh): 12.9 � 0 725`"` 2 Avg Delay (sec/veh): 11.0 0 0 LOS: 13+ t Lanes: 0 0 3 0 2 Final Vol: 0 2191 0 Sig nal=Permit/Rights=l gnore Street Name: Wolfe Road I-280 Ramp (South) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 0 0 0 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1099 463 0 1401 565 231 0 375 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1099 463 0 1401 565 231 0 375 0 0 0 Added Vol: 0 713 381 0 583 51 65 0 210 0 0 0 PasserByVol: 0 379 12 0 390 397 348 0 140 0 0 0 Initial Fut: 0 2191 856 0 2374 1013 644 0 725 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2191 0 0 2374 0 644 0 725 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2191 0 0 2374 0 644 0 725 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2191 0 0 2374 0 644 0 725 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.83 0.92 1.00 0.83 0.84 1.00 0.85 0.92 1.00 0.92 Lanes: 0.00 3.00 2.00 0.00 3.00 2.00 2.47 0.00 2.53 0.00 0.00 0.00 Final Sat.: 0 5700 3150 0 5700 3150 3960 0 4088 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.00 0.00 0.42 0.00 0.16 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** Green Time: 0.0 32.3 0.0 0.0 32.3 0.0 13.7 0.0 13.7 0.0 0.0 0.0 Volume/Cap: 0.00 0.66 0.00 0.00 0.71 0.00 0.65 0.00 0.71 0.00 0.00 0.00 Delay/Veh: 0.0 8.1 0.0 0.0 8.8 0.0 19.2 0.0 20.1 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 8.1 0.0 0.0 8.8 0.0 19.2 0.0 20.1 0.0 0.0 0.0 LOS by Move: A A A A A A B- A C+ A A A HCM2k95thQ: 0 3 0 0 3 0 11 0 13 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-61 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 57 2065*** 400 Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 34*** 1 2 670*** Loss Time (sec): 12 0 0 12 1 Critical V/C: 0.679 0 6 0 Avg Crit Del (sec/veh): 33.3 1 18 1 Avg Delay (sec/veh): 36.1 1 160 LOS: D+ t Lanes: 1 0 2 1 0 Final Vol: 43*** 1164 77 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 0 107 1 32 128 0 0 0 0 3 0 1 PasserByVol: 0 183 8 116 415 0 0 0 0 7 0 209 Initial Fut: 43 1164 77 400 2065 57 34 12 18 160 6 670 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 1164 77 400 2065 57 34 12 18 160 6 670 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1164 77 400 2065 57 34 12 18 160 6 670 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 1164 77 400 2065 57 34 12 18 160 6 670 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.81 0.19 2.00 3.00 1.00 1.00 1.00 1.00 1.93 0.07 2.00 Final Sat.: 1750 5252 347 3150 5700 1750 1750 1900 1750 3422 128 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.22 0.22 0.13 0.36 0.03 0.02 0.01 0.01 0.05 0.05 0.21 Crit Moves: **** **** **** **** Green Time: 7.0 46.9 46.9 26.9 66.8 66.8 10.0 10.0 10.0 39.2 39.2 39.2 Volume/Cap: 0.47 0.64 0.64 0.64 0.73 0.07 0.26 0.09 0.14 0.16 0.16 0.73 Delay/Veh: 66.1 37.6 37.6 51.8 28.0 17.8 60.1 58.5 59.0 35.7 35.7 46.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 66.1 37.6 37.6 51.8 28.0 17.8 60.1 58.5 59.0 35.7 35.7 46.2 LOS by Move: E D+ D+ D- C B E E+ E+ D+ D+ D HCM2k95thQ: 4 25 25 17 38 3 3 1 2 5 5 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-62 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 124 2114 623*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 432*** 1 2 763*** Loss Time (sec): 12 0 0 47 1 Critical V/C: 1.036 0 37 0 � Avg Crit Del (sec/veh): 92.8 � 1 104 1 Avg Delay (sec/veh): 74.4 1 411 LOS: E Lanes: 1 0 2 1 0 Final Vol: 96 1316*** 123 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 53 259 47 255 177 67 398 35 86 254 31 94 PasserByVol: 0 183 8 116 415 0 0 0 0 7 0 209 Initial Fut: 96 1316 123 623 2114 124 432 47 104 411 37 763 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 1316 123 623 2114 124 432 47 104 411 37 763 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 1316 123 623 2114 124 432 47 104 411 37 763 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 1316 123 623 2114 124 432 47 104 411 37 763 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.73 0.27 2.00 3.00 1.00 1.00 1.00 1.00 1.84 0.16 2.00 Final Sat.: 1750 5121 479 3150 5700 1750 1750 1900 1750 3257 293 3150 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.26 0.26 0.20 0.37 0.07 0.25 0.02 0.06 0.13 0.13 0.24 Crit Moves **** **** **** **** Green Time: 7.6 33.5 33.5 25.8 51.6 51.6 32.2 32.2 32.2 31.6 31.6 31.6 Volume/Cap: 0.97 1.04 1.04 1.04 0.97 0.19 1.04 0.10 0.25 0.54 0.54 1.04 Delay/Veh: 143.9 84.7 84.7 100.9 53.8 27.8 105.1 40.3 42.0 46.1 46.1 94.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 143.9 84.7 84.7 100.9 53.8 27.8 105.1 40.3 42.0 46.1 46.1 94.5 LOS by Move: F F F F D- C F D D D D F HCM2k95thQ: 9 37 37 33 52 7 43 3 7 15 15 37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-63 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 619*** 1145 410 Lanes: 1 0 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: 535 2 Cycle Time (sec): 124 1 297 0 Loss Time (sec): 12 0 1608*** 2 Critical V/C: 1.054 2 837 0 7;11 Avg Crit Del (sec/veh): 89.3 0 351 1 Avg Delay (sec/veh): 64.1 2 258*** LOS: E .,*trs*n Lanes: 1 0 2 1 0 Final Vol: 163*** 409 109 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 152 314 88 287 904 429 426 1348 327 207 613 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 314 88 287 904 429 426 1348 327 207 613 201 Added Vol: 11 49 11 12 77 42 40 198 24 30 136 19 PasserByVol: 0 46 10 111 164 148 69 62 0 21 88 77 Initial Fut: 163 409 109 410 1145 619 535 1608 351 258 837 297 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 409 109 410 1145 619 535 1608 351 258 837 297 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 409 109 410 1145 619 535 1608 351 258 837 297 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 409 109 410 1145 619 535 1608 351 258 837 297 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.35 0.65 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 4420 1178 1750 3800 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.09 0.09 0.23 0.30 0.35 0.17 0.42 0.20 0.08 0.22 0.17 Crit Moves: **** **** **** **** Green Time: 11.0 14.9 14.9 37.7 41.6 41.6 25.9 49.8 49.8 9.6 33.6 33.6 Volume/Cap: 1.05 0.77 0.77 0.77 0.90 1.05 0.81 1.05 0.50 1.05 0.81 0.63 Delay/Veh: 143.9 58.4 58.4 46.1 47.9 93.3 54.5 75.8 28.3 129.6 47.4 42.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 143.9 58.4 58.4 46.1 47.9 93.3 54.5 75.8 28.3 129.6 47.4 42.4 LOS by Move: F E+ E+ D D F D- E- C F D D HCM2k95thQ: 17 13 13 25 35 50 21 60 13 15 26 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Page 2-64 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #32: Wolfe Road -Miller Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 750*** 1240 582 Lanes: 1 0 2 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 124 674 2 1 364 Loss Time (sec): 12 0 0 1678*** 2 Critical V/C: 1.166 2 899 0 7;11 Avg Crit Del (sec/veh): 131.7 0 361 1 Avg Delay (sec/veh): 89.7 2 258*** LOS: F t Lanes: 1 0 2 1 0 Final Vol: 177*** 454 109 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road -Miller Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 152 314 88 287 904 429 426 1348 327 207 613 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 314 88 287 904 429 426 1348 327 207 613 201 Added Vol: 25 94 11 184 172 173 179 268 34 30 198 86 PasserByVol: 0 46 10 111 164 148 69 62 0 21 88 77 Initial Fut: 177 454 109 582 1240 750 674 1678 361 258 899 364 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 177 454 109 582 1240 750 674 1678 361 258 899 364 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 454 109 582 1240 750 674 1678 361 258 899 364 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 454 109 582 1240 750 674 1678 361 258 899 364 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 2.40 0.60 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 4514 1084 1750 3800 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.33 0.33 0.43 0.21 0.44 0.21 0.08 0.24 0.21 Crit Moves: **** **** **** **** Green Time: 10.8 13.1 13.1 43.3 45.6 45.6 26.4 47.0 47.0 8.7 29.2 29.2 Volume/Cap: 1.17 0.95 0.95 0.95 0.89 1.17 1.00 1.17 0.54 1.17 1.00 0.88 Delay/Veh: 181.3 81.0 81.0 64.7 44.1 130.1 84.4 121 31.1 170.3 78.3 65.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 181.3 81.0 81.0 64.7 44.1 130.1 84.4 121 31.1 170.3 78.3 65.2 LOS by Move: F F F E D F F F C F E- E HCM2k95thQ: 21 16 16 38 34 67 30 71 15 17 35 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-65 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1473*** 73 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 125 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 1 0 2.9 0 A 2 1! 0 0 1 0 13 Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1473*** 73 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 125 Loss Time (sec): 6 Critical V/C: 0.446 Avg Crit Del (sec/veh): 3.4 Avg Delay (sec/veh): 2.9 LOS: A t 1 0 1 1 0 1 579 13 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 0 34 0 1! 1*** 0 0 11 Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 459 13 73 1192 2 1 2 1 11 1 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 459 13 73 1192 2 1 2 1 11 1 34 Added Vol: 0 71 0 0 131 0 0 0 0 0 0 0 PasserByVol: 0 49 0 0 150 0 0 0 0 0 0 0 Initial Fut: 1 579 13 73 1473 2 1 2 1 11 1 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 579 13 73 1473 2 1 2 1 11 1 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 579 13 73 1473 2 1 2 1 11 1 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 579 13 73 1473 2 1 2 1 11 1 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.95 0.05 1.00 1.99 0.01 0.25 0.50 0.25 0.24 0.02 0.74 Final Sat.: 1750 3619 81 1750 3695 5 438 875 438 418 38 1293 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.16 0.16 0.04 0.40 0.40 0.00 0.00 0.00 0.03 0.03 0.03 Crit Moves: **** **** Green Time: 109.0 109 109.0 109.0 109 109.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.00 0.18 0.18 0.05 0.46 0.46 0.03 0.03 0.03 0.33 0.33 0.33 Delay/Veh: 1.0 1.2 1.2 1.1 1.8 1.8 53.1 53.1 53.1 55.7 55.7 55.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.0 1.2 1.2 1.1 1.8 1.8 53.1 53.1 53.1 55.7 55.7 55.7 LOS by Move: A A A A A A D- D- D- E+ E+ E+ HCM2k95thQ: 0 4 4 1 11 11 0 0 0 4 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-66 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #33: Miller Avenue / Calle De Barcelona Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1579*** 73 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 125 Loss Time (sec): 6 Critical V/C: Signal=Permit Final Vol: Lanes: Rights=Include 1 0 2.8 0 A 2 1! 0 0 1 0 13 Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 2 1579*** 73 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 125 Loss Time (sec): 6 Critical V/C: 0.476 Avg Crit Del (sec/veh): 3.4 Avg Delay (sec/veh): 2.8 LOS: A t 1 0 1 1 0 1 638 13 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 0 34 0 1! 1*** 0 0 11 Street Name: Miller Avenue Calle De Barcelona Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 1 459 13 73 1192 2 1 2 1 11 1 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 459 13 73 1192 2 1 2 1 11 1 34 Added Vol: 0 130 0 0 237 0 0 0 0 0 0 0 PasserByVol: 0 49 0 0 150 0 0 0 0 0 0 0 Initial Fut: 1 638 13 73 1579 2 1 2 1 11 1 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 638 13 73 1579 2 1 2 1 11 1 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 638 13 73 1579 2 1 2 1 11 1 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1 638 13 73 1579 2 1 2 1 11 1 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 0.97 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 1.00 1.96 0.04 1.00 1.99 0.01 0.25 0.50 0.25 0.24 0.02 0.74 Final Sat.: 1750 3626 74 1750 3695 5 438 875 438 418 38 1293 ------------ I --------------- II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.18 0.04 0.43 0.43 0.00 0.00 0.00 0.03 0.03 0.03 Crit Moves: **** **** Green Time: 109.0 109 109.0 109.0 109 109.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.00 0.20 0.20 0.05 0.49 0.49 0.03 0.03 0.03 0.33 0.33 0.33 Delay/Veh: 1.0 1.3 1.3 1.1 1.9 1.9 53.1 53.1 53.1 55.7 55.7 55.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.0 1.3 1.3 1.1 1.9 1.9 53.1 53.1 53.1 55.7 55.7 55.7 LOS by Move: A A A A A A D- D- D- E+ E+ E+ HCM2k95thQ: 0 4 4 1 13 13 0 0 0 4 4 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-67 Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Signal=Permit Final Vol: Lanes: Rights=Include 23 0 1 3 0 0 26 1 Lanes: Final Vol: Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Sig nal=Permit/Rights=l nd u d e 26 1372*** 65 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 80 Loss Time (sec): 6 Critical V/C: 0.430 Avg Crit Del (sec/veh): 3.4 Avg Delay (sec/veh): 4.0 LOS: A t 1 0 1 1 0 17 533 40 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 1 30 0 0 2- 1 0 34 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 423 40 65 1111 26 23 3 26 34 2 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 423 40 65 1111 26 23 3 26 34 2 30 Added Vol: 0 71 0 0 131 0 0 0 0 0 0 0 PasserByVol: 0 39 0 0 130 0 0 0 0 0 0 0 Initial Fut: 17 533 40 65 1372 26 23 3 26 34 2 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 533 40 65 1372 26 23 3 26 34 2 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 533 40 65 1372 26 23 3 26 34 2 30 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 533 40 65 1372 26 23 3 26 34 2 30 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.86 0.14 1.00 1.96 0.04 0.88 0.12 1.00 0.94 0.06 1.00 Final Sat.: 1750 3442 258 1750 3631 69 1592 208 1750 1700 100 1750 ------------ I --------------- II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.15 0.15 0.04 0.38 0.38 0.01 0.01 0.01 0.02 0.02 0.02 Crit Moves: **** **** Green Time: 64.0 64.0 64.0 64.0 64.0 64.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.19 0.19 0.05 0.47 0.47 0.12 0.12 0.12 0.16 0.16 0.14 Delay/Veh: 1.6 1.9 1.9 1.7 2.7 2.7 31.3 31.3 31.3 31.6 31.6 31.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.6 1.9 1.9 1.7 2.7 2.7 31.3 31.3 31.3 31.6 31.6 31.4 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 4 4 1 11 11 1 1 1 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-68 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #34: Miller Avenue / Phil Lane Final Vol: Lanes: Signal=Permit Final Vol: Lanes: Rights=Include 23 0 1 3 0 0 26 1 Lanes: Final Vol: Sig nal=Permit/Rights=l nd u d e 26 1464*** 79 0 1 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 80 Loss Time (sec): 6 Critical V/C: 0.457 Avg Crit Del (sec/veh): 3.5 Avg Delay (sec/veh): 4.1 LOS: A t 1 0 1 1 0 17 583 40 Sig nal=Permit/Rights=l nd u d e Signal=Permit Rights=lndude Lanes: Final Vol: 1 39 0 0 2- 1 0 34 Street Name: Miller Avenue Phil Lane Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 17 423 40 65 1111 26 23 3 26 34 2 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 17 423 40 65 1111 26 23 3 26 34 2 30 Added Vol: 0 121 0 14 223 0 0 0 0 0 0 9 PasserByVol: 0 39 0 0 130 0 0 0 0 0 0 0 Initial Fut: 17 583 40 79 1464 26 23 3 26 34 2 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 17 583 40 79 1464 26 23 3 26 34 2 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 17 583 40 79 1464 26 23 3 26 34 2 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 17 583 40 79 1464 26 23 3 26 34 2 39 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.97 0.95 0.95 0.95 0.92 0.95 0.95 0.92 Lanes: 1.00 1.87 0.13 1.00 1.96 0.04 0.88 0.12 1.00 0.94 0.06 1.00 Final Sat.: 1750 3462 238 1750 3635 65 1592 208 1750 1700 100 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.17 0.17 0.05 0.40 0.40 0.01 0.01 0.01 0.02 0.02 0.02 Crit Moves: **** **** Green Time: 64.0 64.0 64.0 64.0 64.0 64.0 10.0 10.0 10.0 10.0 10.0 10.0 Volume/Cap: 0.01 0.21 0.21 0.06 0.50 0.50 0.12 0.12 0.12 0.16 0.16 0.18 Delay/Veh: 1.6 2.0 2.0 1.7 2.8 2.8 31.3 31.3 31.3 31.6 31.6 31.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 1.6 2.0 2.0 1.7 2.8 2.8 31.3 31.3 31.3 31.6 31.6 31.7 LOS by Move: A A A A A A C C C C C C HCM2k95thQ: 0 4 4 1 12 12 1 1 1 2 2 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-69 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 193 714- 395 Lanes: 1 0 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 88 1 0 134 Loss Time (sec): 12 0 1 866**' 1 Critical V/C: 0.861 1 510 1 Avg Crit Del (sec/veh): 54.6 0 89 0 Avg Delay (sec/veh): 47.4 1 164"` LOS: D Lanes: 1 0 2 0 1 Final Vol: 99*"* 334 112 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 236 103 393 487 184 82 839 89 138 500 133 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 236 103 393 487 184 82 839 89 138 500 133 Added Vol: 0 71 9 0 131 0 0 27 0 26 10 0 PasserByVol: 0 27 0 2 96 9 6 0 0 0 0 1 Initial Fut: 99 334 112 395 714 193 88 866 89 164 510 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 334 112 395 714 193 88 866 89 164 510 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 334 112 395 714 193 88 866 89 164 510 134 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 334 112 395 714 193 88 866 89 164 510 134 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.81 0.19 1.00 1.57 0.43 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3355 345 1750 2930 770 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.09 0.06 0.13 0.38 0.11 0.05 0.26 0.26 0.09 0.17 0.17 Crit Moves: **** **** **** **** Green Time: 8.9 27.9 42.6 39.9 58.9 58.9 12.7 40.5 40.5 14.7 42.5 42.5 Volume/Cap: 0.86 0.42 0.20 0.42 0.86 0.25 0.54 0.86 0.86 0.86 0.55 0.55 Delay/Veh: 106.6 46.9 33.9 38.6 43.4 24.3 61.8 51.6 51.6 89.7 38.9 38.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 106.6 46.9 33.9 38.6 43.4 24.3 61.8 51.6 51.6 89.7 38.9 38.9 LOS by Move: F D C- D+ D C E D- D- F D+ D+ HCM2k95thQ: 10 11 7 14 45 10 7 34 34 15 20 20 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-70 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #35: Miller Avenue / Bollinger Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 203 753- 438 Lanes: 1 0 1 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 92 1 0 154 Loss Time (sec): 12 0 1 866**' 1 Critical V/C: 0.883 1 510 1 Avg Crit Del (sec/veh): 57.0 0 89 0 Avg Delay (sec/veh): 48.8 1 164"` LOS: D Lanes: 1 0 2 0 1 Final Vol: 99*"* 359 112 Sig nal=ProtecURights=Oved ap Street Name: Miller Avenue Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 236 103 393 487 184 82 839 89 138 500 133 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 236 103 393 487 184 82 839 89 138 500 133 Added Vol: 0 96 9 43 170 10 4 27 0 26 10 20 PasserByVol: 0 27 0 2 96 9 6 0 0 0 0 1 Initial Fut: 99 359 112 438 753 203 92 866 89 164 510 154 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 359 112 438 753 203 92 866 89 164 510 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 99 359 112 438 753 203 92 866 89 164 510 154 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 99 359 112 438 753 203 92 866 89 164 510 154 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.81 0.19 1.00 1.52 0.48 Final Sat.: 1750 3800 1750 3150 1900 1750 1750 3355 345 1750 2841 858 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.09 0.06 0.14 0.40 0.12 0.05 0.26 0.26 0.09 0.18 0.18 Crit Moves: **** **** **** **** Green Time: 8.6 28.0 42.3 41.2 60.6 60.6 12.2 39.5 39.5 14.3 41.6 41.6 Volume/Cap: 0.88 0.46 0.20 0.46 0.88 0.26 0.58 0.88 0.88 0.88 0.58 0.58 Delay/Veh: 113.1 47.2 34.2 38.2 44.8 23.4 64.4 54.4 54.4 95.1 40.2 40.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 113.1 47.2 34.2 38.2 44.8 23.4 64.4 54.4 54.4 95.1 40.2 40.2 LOS by Move: F D C- D+ D C E D- D- F D D HCM2k95thQ: 10 12 7 16 48 10 8 35 35 15 21 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-71 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #36: Miller Avenue / Rainbow Drive Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 112 701*'* 51 1 0 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 90 Loss Time (sec): 12 Critical V/C: 0.581 Avg Crit Del (sec/veh): 22.6 Avg Delay (sec/veh): 23.5 LOS: C -4) *t t t 1 0 1 0 1 19... 309 26 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 34 0 1 118 0 1 29`*` Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 208 26 51 469 112 86 148 58 29 93 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 208 26 51 469 112 86 148 58 29 93 34 Added Vol: 0 80 0 0 157 0 0 0 0 0 0 0 PasserByVol: 0 21 0 0 75 0 0 55 0 0 25 0 Initial Fut: 19 309 26 51 701 112 86 203 58 29 118 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 309 26 51 701 112 86 203 58 29 118 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 309 26 51 701 112 86 203 58 29 118 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 309 26 51 701 112 86 203 58 29 118 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.16 0.01 0.03 0.37 0.06 0.05 0.11 0.03 0.02 0.06 0.02 Crit Moves: **** **** **** **** Green Time: 7.0 38.3 38.3 18.3 49.6 49.6 8.8 14.4 14.4 7.0 12.6 12.6 Volume/Cap: 0.14 0.38 0.03 0.14 0.67 0.12 0.50 0.67 0.21 0.21 0.44 0.14 Delay/Veh: 39.2 18.0 15.1 29.6 16.0 9.7 40.9 41.2 33.2 39.7 36.7 34.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 18.0 15.1 29.6 16.0 9.7 40.9 41.2 33.2 39.7 36.7 34.2 LOS by Move: D B- B C B A D D C- D D+ C- HCM2k95thQ: 1 11 1 2 23 3 6 13 3 2 7 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 86 1 0 203**' 1 0 58 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 112 701*'* 51 1 0 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 90 Loss Time (sec): 12 Critical V/C: 0.581 Avg Crit Del (sec/veh): 22.6 Avg Delay (sec/veh): 23.5 LOS: C -4) *t t t 1 0 1 0 1 19... 309 26 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 34 0 1 118 0 1 29`*` Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 208 26 51 469 112 86 148 58 29 93 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 208 26 51 469 112 86 148 58 29 93 34 Added Vol: 0 80 0 0 157 0 0 0 0 0 0 0 PasserByVol: 0 21 0 0 75 0 0 55 0 0 25 0 Initial Fut: 19 309 26 51 701 112 86 203 58 29 118 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 309 26 51 701 112 86 203 58 29 118 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 309 26 51 701 112 86 203 58 29 118 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 309 26 51 701 112 86 203 58 29 118 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.16 0.01 0.03 0.37 0.06 0.05 0.11 0.03 0.02 0.06 0.02 Crit Moves: **** **** **** **** Green Time: 7.0 38.3 38.3 18.3 49.6 49.6 8.8 14.4 14.4 7.0 12.6 12.6 Volume/Cap: 0.14 0.38 0.03 0.14 0.67 0.12 0.50 0.67 0.21 0.21 0.44 0.14 Delay/Veh: 39.2 18.0 15.1 29.6 16.0 9.7 40.9 41.2 33.2 39.7 36.7 34.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 18.0 15.1 29.6 16.0 9.7 40.9 41.2 33.2 39.7 36.7 34.2 LOS by Move: D B- B C B A D D C- D D+ C- HCM2k95thQ: 1 11 1 2 23 3 6 13 3 2 7 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-72 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #36: Miller Avenue / Rainbow Drive Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 112 740- 51 1 0 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 90 Loss Time (sec): 12 Critical V/C: Signal=Protect Final Vol: Lanes: Rights=Include 86 1 23.6 0 C 203**' 1 0 1 58 1 26 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 112 740- 51 1 0 1 0 1 Vol Cnt Date: n/a Cycle Time (sec): 90 Loss Time (sec): 12 Critical V/C: 0.604 Avg Crit Del (sec/veh): 23.1 Avg Delay (sec/veh): 23.6 LOS: C 1 0 1 0 1 19... 335 26 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 34 0 1 118 0 1 29`*` Street Name: Miller Avenue Rainbow Drive Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 19 208 26 51 469 112 86 148 58 29 93 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 208 26 51 469 112 86 148 58 29 93 34 Added Vol: 0 106 0 0 196 0 0 0 0 0 0 0 PasserByVol: 0 21 0 0 75 0 0 55 0 0 25 0 Initial Fut: 19 335 26 51 740 112 86 203 58 29 118 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 19 335 26 51 740 112 86 203 58 29 118 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 335 26 51 740 112 86 203 58 29 118 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 19 335 26 51 740 112 86 203 58 29 118 34 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1750 1900 1750 1750 1900 1750 1750 1900 1750 1750 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.18 0.01 0.03 0.39 0.06 0.05 0.11 0.03 0.02 0.06 0.02 Crit Moves: **** **** **** **** Green Time: 7.0 39.7 39.7 17.5 50.2 50.2 8.6 13.8 13.8 7.0 12.2 12.2 Volume/Cap: 0.14 0.40 0.03 0.15 0.70 0.11 0.52 0.70 0.22 0.21 0.46 0.14 Delay/Veh: 39.2 17.4 14.3 30.3 16.5 9.4 41.6 43.4 33.8 39.7 37.1 34.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 39.2 17.4 14.3 30.3 16.5 9.4 41.6 43.4 33.8 39.7 37.1 34.6 LOS by Move: D B B C B A D D C- D D+ C- HCM2k95thQ: 1 12 1 2 25 3 6 13 3 2 7 2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-73 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #37: Finch Avenue / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Split/Rights=l nclude Final Vol: 71*** 0 84 Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 162 1 0 107 Loss Time (sec): 12 0 1 1692*** 2 Critical V/C: 0.700 2 1204 0 Avg Crit Del (sec/veh): 23.3 0 114 1 Avg Delay (sec/veh): 22.3 1 154*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 98*** 0 72 Signal=Spl it/Rights=Overlap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 98 0 72 60 0 50 134 1366 114 144 868 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 0 72 60 0 50 134 1366 114 144 868 82 Added Vol: 0 0 0 0 0 0 0 220 0 0 186 0 PasserByVol: 0 0 0 24 0 21 28 106 0 10 150 25 Initial Fut: 98 0 72 84 0 71 162 1692 114 154 1204 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 0 72 84 0 71 162 1692 114 154 1204 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 0 72 84 0 71 162 1692 114 154 1204 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 0 72 84 0 71 162 1692 114 154 1204 107 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.75 0.25 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5142 457 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.04 0.03 0.00 0.04 0.09 0.45 0.07 0.09 0.23 0.23 Crit Moves: **** **** **** **** Green Time: 9.6 0.0 24.7 7.0 0.0 7.0 25.9 76.4 76.4 15.1 65.5 65.5 Volume/Cap: 0.70 0.00 0.20 0.46 0.00 0.70 0.43 0.70 0.10 0.70 0.43 0.43 Delay/Veh: 68.4 0.0 39.7 56.5 0.0 75.0 41.4 15.2 8.5 59.9 16.2 16.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 68.4 0.0 39.7 56.5 0.0 75.0 41.4 15.2 8.5 59.9 16.2 16.2 LOS by Move: E A D E+ A E- D B A E+ B B HCM2k95thQ: 10 0 5 5 0 8 10 32 3 11 17 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Page 2-74 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #37: Finch Avenue / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 71*** 0 84 Lanes: 1 0 0 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 162 1 0 107 Loss Time (sec): 12 0 1 1936*** 2 Critical V/C: 0.771 2 1332 0 � Avg Crit Del (sec/veh): 24.2 � 0 114 1 Avg Delay (sec/veh): 22.3 1 154*** LOS: C+ t Lanes: 1 0 0 0 1 Final Vol: 98*** 0 72 Signal=Spl it/Rights=Oved ap Street Name: Finch Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 0 0 0 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 98 0 72 60 0 50 134 1366 114 144 868 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 0 72 60 0 50 134 1366 114 144 868 82 Added Vol: 0 0 0 0 0 0 0 464 0 0 314 0 PasserByVol: 0 0 0 24 0 21 28 106 0 10 150 25 Initial Fut: 98 0 72 84 0 71 162 1936 114 154 1332 107 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 0 72 84 0 71 162 1936 114 154 1332 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 0 72 84 0 71 162 1936 114 154 1332 107 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 0 72 84 0 71 162 1936 114 154 1332 107 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 2.00 0.00 1.00 1.00 2.00 1.00 1.00 2.77 0.23 Final Sat.: 1750 0 1750 3150 0 1750 1750 3800 1750 1750 5183 416 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.04 0.03 0.00 0.04 0.09 0.51 0.07 0.09 0.26 0.26 Crit Moves: **** **** **** **** Green Time: 8.7 0.0 22.4 6.3 0.0 6.3 24.6 79.3 79.3 13.7 68.4 68.4 Volume/Cap: 0.77 0.00 0.22 0.51 0.00 0.77 0.45 0.77 0.10 0.77 0.45 0.45 Delay/Veh: 79.3 0.0 41.7 57.9 0.0 88.3 42.7 15.6 7.4 68.3 15.1 15.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 79.3 0.0 41.7 57.9 0.0 88.3 42.7 15.6 7.4 68.3 15.1 15.1 LOS by Move: E- A D E+ A F D B A E B B HCM2k95thQ: 11 0 5 5 0 9 10 38 3 12 18 18 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-75 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l nd u d e Signal=Protect Final Vol: Lanes: Rights=Include 33 1 0 0 1303*** 2 Vol Cnt Date: 0 Signal=Protect Rights=lndude 280 1 135 Signal=Spl it/Rights=l nd u d e 77 195 67- 0 0 1! 0 4 0 Vol Cnt Date: n/a Signal=Protect Rights=lndude Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.923 Avg Crit Del (sec/veh): 63.2 Avg Delay (sec/veh): 53.0 LOS: D- -4) 4t t t ro-- Lanes: 0 1 0 0 1 Final Vol: 367*** 75 176 Signal=Spl it/Rights=Oved ap Lanes: Final Vol: 0 20 1 1 1019 0 1 103*** Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 59 135 65 189 76 30 1074 226 91 801 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 59 135 65 189 76 30 1074 226 91 801 19 Added Vol: 0 0 1 0 0 0 0 131 0 1 157 0 PasserByVol: 119 16 40 2 6 1 3 98 54 11 61 1 Initial Fut: 367 75 176 67 195 77 33 1303 280 103 1019 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 367 75 176 67 195 77 33 1303 280 103 1019 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 75 176 67 195 77 33 1303 280 103 1019 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 367 75 176 67 195 77 33 1303 280 103 1019 20 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.83 0.17 1.00 0.20 0.57 0.23 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 1495 305 1750 346 1007 397 1750 3800 1750 1750 3629 71 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.10 0.19 0.19 0.19 0.02 0.34 0.16 0.06 0.28 0.28 Crit Moves: **** **** **** **** Green Time: 35.9 35.9 44.5 28.3 28.3 28.3 9.2 50.1 50.1 8.6 49.6 49.6 Volume/Cap: 0.92 0.92 0.30 0.92 0.92 0.92 0.28 0.92 0.43 0.92 0.76 0.76 Delay/Veh: 71.7 71.7 34.0 80.6 80.6 80.6 61.1 50.9 32.2 124.1 40.2 40.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.7 71.7 34.0 80.6 80.6 80.6 61.1 50.9 32.2 124.1 40.2 40.2 LOS by Move: E E C- F F F E D C- F D D HCM2k95thQ: 35 35 11 32 32 32 3 42 16 10 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-76 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Signal=Spl it/Rights=l nd u d e Signal=Protect Final Vol: Lanes: Rights=Include 33 1 0 0 1347*** 2 Vol Cnt Date: 0 Signal=Protect Rights=lndude 280 1 135 Signal=Spl it/Rights=l nd u d e 77 195 67- 0 0 1! 0 0 Vol Cnt Date: n/a Signal=Protect Rights=lndude Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.949 Avg Crit Del (sec/veh): 68.1 Avg Delay (sec/veh): 55.5 LOS: E+ -4) *t t t Lanes: 0 1 0 0 1 Final Vol: 367*** 75 206 Signal=Spl it/Rights=Oved ap Lanes: Final Vol: 0 20 1 1 1050 0 1 124*** Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 59 135 65 189 76 30 1074 226 91 801 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 59 135 65 189 76 30 1074 226 91 801 19 Added Vol: 0 0 31 0 0 0 0 175 0 22 188 0 PasserByVol: 119 16 40 2 6 1 3 98 54 11 61 1 Initial Fut: 367 75 206 67 195 77 33 1347 280 124 1050 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 367 75 206 67 195 77 33 1347 280 124 1050 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 75 206 67 195 77 33 1347 280 124 1050 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 367 75 206 67 195 77 33 1347 280 124 1050 20 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.83 0.17 1.00 0.20 0.57 0.23 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 1495 305 1750 346 1007 397 1750 3800 1750 1750 3631 69 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.12 0.19 0.19 0.19 0.02 0.35 0.16 0.07 0.29 0.29 Crit Moves: **** **** **** **** Green Time: 34.9 34.9 45.0 27.6 27.6 27.6 9.2 50.4 50.4 10.1 51.3 51.3 Volume/Cap: 0.95 0.95 0.35 0.95 0.95 0.95 0.28 0.95 0.43 0.95 0.76 0.76 Delay/Veh: 78.3 78.3 34.4 87.5 87.5 87.5 61.0 54.6 32.0 125.1 39.0 39.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 78.3 78.3 34.4 87.5 87.5 87.5 61.0 54.6 32.0 125.1 39.0 39.0 LOS by Move: E- E- C- F F F E D- C F D+ D+ HCM2k95thQ: 36 36 13 33 33 33 3 43 16 12 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-77 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #39: Tantau Avenue / Pruneridge Avenue Sig nal=Protect/Rights=Include Final Vol: 0 419 253 - Lanes: 0 0 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 100 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.515 0 0 0 � Avg Crit Del (sec/veh): 27.2 � 0 0 0 Avg Delay (sec/veh): 23.4 1 175`*` LOS: C Lanes: 0 0 1 0 1 Final Vol: 0 378 591`*` Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 205 399 249 296 0 0 0 0 135 0 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 205 399 249 296 0 0 0 0 135 0 79 Added Vol: 0 1 2 0 1 0 0 0 0 2 0 0 PasserByVol: 0 172 190 4 122 0 0 0 0 38 0 21 Initial Fut: 0 378 591 253 419 0 0 0 0 175 0 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 378 591 253 419 0 0 0 0 175 0 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 378 591 253 419 0 0 0 0 175 0 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 378 591 253 419 0 0 0 0 175 0 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.34 0.14 0.22 0.00 0.00 0.00 0.00 0.10 0.00 0.06 Crit Moves: **** **** **** Green Time: 0.0 64.6 91.7 39.3 104 0.0 0.0 0.0 0.0 27.2 0.0 27.2 Volume/Cap: 0.00 0.43 0.52 0.52 0.30 0.00 0.00 0.00 0.00 0.52 0.00 0.29 Delay/Veh: 0.0 25.7 13.0 43.3 6.1 0.0 0.0 0.0 0.0 51.9 0.0 48.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 25.7 13.0 43.3 6.1 0.0 0.0 0.0 0.0 51.9 0.0 48.7 LOS by Move: A C B D A A A A A D- A D HCM2k95thQ: 0 19 24 17 11 0 0 0 0 14 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-78 0 0 0 0 Critical V/C: 0.546 0 0 0 � Avg Crit Del (sec/veh): 27.2 � 0 0 0 Avg Delay (sec/veh): 23.9 1 210`*` LOS: C Lanes: 0 0 1 0 1 Final Vol: 0 408 641`*` Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 205 399 249 296 0 0 0 0 135 0 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 205 399 249 296 0 0 0 0 135 0 79 Added Vol: 0 31 52 0 22 0 0 0 0 37 0 0 PasserByVol: 0 172 190 4 122 0 0 0 0 38 0 21 Initial Fut: 0 408 641 253 440 0 0 0 0 210 0 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 408 641 253 440 0 0 0 0 210 0 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 408 641 253 440 0 0 0 0 210 0 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 408 641 253 440 0 0 0 0 210 0 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.37 0.14 0.23 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Crit Moves: **** **** **** Green Time: 0.0 63.2 93.9 37.1 100 0.0 0.0 0.0 0.0 30.8 0.0 30.8 Volume/Cap: 0.00 0.48 0.55 0.55 0.32 0.00 0.00 0.00 0.00 0.55 0.00 0.26 Delay/Veh: 0.0 27.3 12.5 45.6 7.5 0.0 0.0 0.0 0.0 50.1 0.0 45.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 27.3 12.5 45.6 7.5 0.0 0.0 0.0 0.0 50.1 0.0 45.6 LOS by Move: A C B D A A A A A D A D HCM2k95thQ: 0 21 26 17 12 0 0 0 0 16 0 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #39: Tantau Avenue / Pruneridge Avenue Sig nal=Protect/Rights=Include Final Vol: 0 440 253 - Lanes: 0 0 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 0 0 1 100 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.546 0 0 0 � Avg Crit Del (sec/veh): 27.2 � 0 0 0 Avg Delay (sec/veh): 23.9 1 210`*` LOS: C Lanes: 0 0 1 0 1 Final Vol: 0 408 641`*` Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 0 0 0 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 205 399 249 296 0 0 0 0 135 0 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 205 399 249 296 0 0 0 0 135 0 79 Added Vol: 0 31 52 0 22 0 0 0 0 37 0 0 PasserByVol: 0 172 190 4 122 0 0 0 0 38 0 21 Initial Fut: 0 408 641 253 440 0 0 0 0 210 0 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 408 641 253 440 0 0 0 0 210 0 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 408 641 253 440 0 0 0 0 210 0 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 408 641 253 440 0 0 0 0 210 0 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 1900 1750 1750 1900 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.37 0.14 0.23 0.00 0.00 0.00 0.00 0.12 0.00 0.06 Crit Moves: **** **** **** Green Time: 0.0 63.2 93.9 37.1 100 0.0 0.0 0.0 0.0 30.8 0.0 30.8 Volume/Cap: 0.00 0.48 0.55 0.55 0.32 0.00 0.00 0.00 0.00 0.55 0.00 0.26 Delay/Veh: 0.0 27.3 12.5 45.6 7.5 0.0 0.0 0.0 0.0 50.1 0.0 45.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 27.3 12.5 45.6 7.5 0.0 0.0 0.0 0.0 50.1 0.0 45.6 LOS by Move: A C B D A A A A A D A D HCM2k95thQ: 0 21 26 17 12 0 0 0 0 16 0 7 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-79 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 67 568 14 - Lanes: 0 1 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 90 269 1 0 31 Loss Time (sec): 12 0 0 8... 1! Critical V/C: 0.749 1! 3- 0 Avg Crit Del (sec/veh): 35.5 0 203 1 Avg Delay (sec/veh): 27.2 0 124 LOS: C Lanes: 2 0 0 1 0 Final Vol: 109 696... 44 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 540 10 5 454 36 88 8 96 22 3 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 540 10 5 454 36 88 8 96 22 3 5 Added Vol: 0 3 0 0 3 0 0 0 0 0 0 0 PasserByVol: 66 153 34 9 111 31 181 0 107 102 0 26 Initial Fut: 109 696 44 14 568 67 269 8 203 124 3 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 696 44 14 568 67 269 8 203 124 3 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 696 44 14 568 67 269 8 203 124 3 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 696 44 14 568 67 269 8 203 124 3 31 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.94 0.06 1.00 1.78 0.22 1.55 0.03 1.42 0.78 0.02 0.20 Final Sat.: 3150 1693 107 1750 3309 390 2715 57 2478 1373 33 343 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.41 0.41 0.01 0.17 0.17 0.10 0.14 0.08 0.09 0.09 0.09 Crit Moves **** **** **** **** Green Time: 16.4 45.5 45.5 7.0 36.2 36.2 15.4 15.4 31.8 10.0 10.0 10.0 Volume/Cap: 0.19 0.81 0.81 0.10 0.43 0.43 0.58 0.81 0.23 0.81 0.81 0.81 Delay/Veh: 31.3 24.3 24.3 38.9 19.6 19.6 35.3 44.3 20.5 61.3 61.3 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 24.3 24.3 38.9 19.6 19.6 35.3 44.3 20.5 61.3 61.3 61.3 LOS by Move: C C C D+ B- B- D+ D C+ E E E HCM2k95thQ: 3 32 32 1 12 12 11 18 6 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-80 0 0 8... 1! Critical V/C: 0.800 1! 3- 0 Avg Crit Del (sec/veh): 39.8 0 203 1 Avg Delay (sec/veh): 28.6 0 124 LOS: C Lanes: 2 0 0 1 0 Final Vol: 109 776... 44 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 540 10 5 454 36 88 8 96 22 3 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 540 10 5 454 36 88 8 96 22 3 5 Added Vol: 0 83 0 0 59 0 0 0 0 0 0 0 PasserByVol: 66 153 34 9 111 31 181 0 107 102 0 26 Initial Fut: 109 776 44 14 624 67 269 8 203 124 3 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 776 44 14 624 67 269 8 203 124 3 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 776 44 14 624 67 269 8 203 124 3 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 776 44 14 624 67 269 8 203 124 3 31 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.95 0.05 1.00 1.80 0.20 1.55 0.03 1.42 0.78 0.02 0.20 Final Sat.: 3150 1703 97 1750 3341 359 2715 57 2478 1373 33 343 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.46 0.46 0.01 0.19 0.19 0.10 0.14 0.08 0.09 0.09 0.09 Crit Moves **** **** **** **** Green Time: 15.8 46.7 46.7 7.0 37.9 37.9 14.3 14.3 30.1 10.0 10.0 10.0 Volume/Cap: 0.20 0.88 0.88 0.10 0.44 0.44 0.62 0.88 0.25 0.81 0.81 0.81 Delay/Veh: 31.9 28.6 28.6 38.9 18.7 18.7 37.0 52.0 21.8 61.3 61.3 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.9 28.6 28.6 38.9 18.7 18.7 37.0 52.0 21.8 61.3 61.3 61.3 LOS by Move: C C C D+ B- B- D+ D- C+ E E E HCM2k95thQ: 3 38 38 1 13 13 11 19 6 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #40: Tantau Avenue /Apple Parkway/Tantau 14 (private) Signal=Protect/Ri ghts=l ncl ude Final Vol: 67 624 14 - Lanes: 0 1 1 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 90 269 1 0 31 Loss Time (sec): 12 0 0 8... 1! Critical V/C: 0.800 1! 3- 0 Avg Crit Del (sec/veh): 39.8 0 203 1 Avg Delay (sec/veh): 28.6 0 124 LOS: C Lanes: 2 0 0 1 0 Final Vol: 109 776... 44 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Apple Parkway/Tantau 14 (private) Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 540 10 5 454 36 88 8 96 22 3 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 540 10 5 454 36 88 8 96 22 3 5 Added Vol: 0 83 0 0 59 0 0 0 0 0 0 0 PasserByVol: 66 153 34 9 111 31 181 0 107 102 0 26 Initial Fut: 109 776 44 14 624 67 269 8 203 124 3 31 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 776 44 14 624 67 269 8 203 124 3 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 776 44 14 624 67 269 8 203 124 3 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 776 44 14 624 67 269 8 203 124 3 31 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.95 0.95 0.92 0.98 0.95 0.92 0.92 0.92 0.92 0.92 0.92 Lanes: 2.00 0.95 0.05 1.00 1.80 0.20 1.55 0.03 1.42 0.78 0.02 0.20 Final Sat.: 3150 1703 97 1750 3341 359 2715 57 2478 1373 33 343 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.46 0.46 0.01 0.19 0.19 0.10 0.14 0.08 0.09 0.09 0.09 Crit Moves **** **** **** **** Green Time: 15.8 46.7 46.7 7.0 37.9 37.9 14.3 14.3 30.1 10.0 10.0 10.0 Volume/Cap: 0.20 0.88 0.88 0.10 0.44 0.44 0.62 0.88 0.25 0.81 0.81 0.81 Delay/Veh: 31.9 28.6 28.6 38.9 18.7 18.7 37.0 52.0 21.8 61.3 61.3 61.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.9 28.6 28.6 38.9 18.7 18.7 37.0 52.0 21.8 61.3 61.3 61.3 LOS by Move: C C C D+ B- B- D+ D- C+ E E E HCM2k95thQ: 3 38 38 1 13 13 11 19 6 13 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-81 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 448*** 728 9 Lanes: 1 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 300 1 0 9 Loss Time (sec): 12 1 0 6 o Critical V/C: 0.556 1! 49*** o Avg Crit Del (sec/veh): 34.3 0 239*** 1 Avg Delay (sec/veh): 28.8 0 27 LOS: C t Lanes: 1 0 1 1 0 Final Vol: 100*** 442 6 Sig nal=ProtecURights=Oved ap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 75 290 6 9 452 256 215 6 215 27 49 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 75 290 6 9 452 256 215 6 215 27 49 9 Added Vol: 5 0 0 0 0 3 3 0 5 0 0 0 PasserByVol: 20 152 0 0 276 189 82 0 19 0 0 0 Initial Fut: 100 442 6 9 728 448 300 6 239 27 49 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 442 6 9 728 448 300 6 239 27 49 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 442 6 9 728 448 300 6 239 27 49 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 442 6 9 728 448 300 6 239 27 49 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.96 0.04 1.00 0.32 0.58 0.10 Final Sat.: 1750 3650 50 1750 3800 1750 3480 70 1750 556 1009 185 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.12 0.12 0.01 0.19 0.26 0.09 0.09 0.14 0.05 0.05 0.05 Crit Moves: **** **** **** **** Green Time: 11.8 43.1 53.1 21.7 52.9 52.9 28.2 28.2 28.2 10.0 10.0 10.0 Volume/Cap: 0.56 0.32 0.26 0.03 0.42 0.56 0.35 0.35 0.56 0.56 0.56 0.56 Delay/Veh: 52.9 25.7 19.0 38.1 20.9 23.4 36.1 36.1 39.5 54.8 54.8 54.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 52.9 25.7 19.0 38.1 20.9 23.4 36.1 36.1 39.5 54.8 54.8 54.8 LOS by Move: D- C B- D+ C+ C D+ D+ D D- D- D- HCM2k95thQ: 7 10 9 1 15 22 9 9 15 8 8 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-82 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #41: Tantau Avenue / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 504*** 728 9 Lanes: 1 0 2 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 115 379 1 0 9 Loss Time (sec): 12 1 0 6 0 Critical V/C: 0.735 1! 49*** 0 � Avg Crit Del (sec/veh): 43.7 � 0 373*** 1 Avg Delay (sec/veh): 35.3 0 27 LOS: D+ t Lanes: 1 0 1 1 0 Final Vol: 190*** 443 6 Sig nal=ProtecVRights=Overlap Street Name: Tantau Avenue Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 75 290 6 9 452 256 215 6 215 27 49 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 75 290 6 9 452 256 215 6 215 27 49 9 Added Vol: 95 1 0 0 0 59 82 0 139 0 0 0 PasserByVol: 20 152 0 0 276 189 82 0 19 0 0 0 Initial Fut: 190 443 6 9 728 504 379 6 373 27 49 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 190 443 6 9 728 504 379 6 373 27 49 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 190 443 6 9 728 504 379 6 373 27 49 9 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 190 443 6 9 728 504 379 6 373 27 49 9 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.97 0.95 0.92 1.00 0.92 0.93 0.95 0.92 0.92 0.92 0.92 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.97 0.03 1.00 0.32 0.58 0.10 Final Sat.: 1750 3651 49 1750 3800 1750 3495 55 1750 556 1009 185 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.12 0.12 0.01 0.19 0.29 0.11 0.11 0.21 0.05 0.05 0.05 Crit Moves: **** **** **** **** Green Time: 16.6 40.3 50.3 20.2 43.9 43.9 32.5 32.5 32.5 10.0 10.0 10.0 Volume/Cap: 0.75 0.35 0.28 0.03 0.50 0.75 0.38 0.38 0.75 0.56 0.56 0.56 Delay/Veh: 59.4 27.8 20.8 39.3 27.4 35.7 33.4 33.4 44.1 55.0 55.0 55.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.4 27.8 20.8 39.3 27.4 35.7 33.4 33.4 44.1 55.0 55.0 55.0 LOS by Move: E+ C C+ D C D+ C- C- D D- D- D- HCM2k95thQ: 13 11 9 1 18 29 11 11 24 8 8 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-83 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 299 0 699*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.779 Avg Crit Del (sec/veh): 48.7 Avg Delay (sec/veh): 45.7 LOS: D t 0 0 1! 0 0 58 37 51 *** Signal=Spl it/Rights=l nd u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 242 0 3 1177 0 1 170*** Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 0 0 0 5 0 0 0 220 0 0 186 5 PasserByVol: 2 8 0 236 0 59 36 162 2 3 136 128 Initial Fut: 58 37 51 699 0 299 211 1696 65 170 1177 242 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 37 51 699 0 299 211 1696 65 170 1177 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 37 51 699 0 299 211 1696 65 170 1177 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 37 51 699 0 299 211 1696 65 170 1177 242 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.40 0.25 0.35 2.00 0.00 1.00 1.00 2.89 0.11 1.00 3.00 1.00 Final Sat.: 695 443 611 3150 0 1750 1750 5393 207 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.22 0.00 0.17 0.12 0.31 0.31 0.10 0.21 0.14 Crit Moves: **** **** **** **** Green Time: 16.1 16.1 16.1 42.7 0.0 42.7 29.2 60.5 60.5 18.7 50.0 92.7 Volume/Cap: 0.78 0.78 0.78 0.78 0.00 0.60 0.62 0.78 0.78 0.78 0.62 0.22 Delay/Veh: 83.8 83.8 83.8 53.7 0.0 48.3 58.8 40.7 40.7 79.9 42.6 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 83.8 83.8 83.8 53.7 0.0 48.3 58.8 40.7 40.7 79.9 42.6 12.8 LOS by Move: F F F D- A D E+ D D E- D B HCM2k95thQ: 14 14 14 31 0 23 17 39 39 16 26 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 211 1 0 1696*** 2 1 65 0 Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 299 0 699*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.779 Avg Crit Del (sec/veh): 48.7 Avg Delay (sec/veh): 45.7 LOS: D t 0 0 1! 0 0 58 37 51 *** Signal=Spl it/Rights=l nd u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 242 0 3 1177 0 1 170*** Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 0 0 0 5 0 0 0 220 0 0 186 5 PasserByVol: 2 8 0 236 0 59 36 162 2 3 136 128 Initial Fut: 58 37 51 699 0 299 211 1696 65 170 1177 242 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 37 51 699 0 299 211 1696 65 170 1177 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 37 51 699 0 299 211 1696 65 170 1177 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 37 51 699 0 299 211 1696 65 170 1177 242 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.40 0.25 0.35 2.00 0.00 1.00 1.00 2.89 0.11 1.00 3.00 1.00 Final Sat.: 695 443 611 3150 0 1750 1750 5393 207 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.08 0.22 0.00 0.17 0.12 0.31 0.31 0.10 0.21 0.14 Crit Moves: **** **** **** **** Green Time: 16.1 16.1 16.1 42.7 0.0 42.7 29.2 60.5 60.5 18.7 50.0 92.7 Volume/Cap: 0.78 0.78 0.78 0.78 0.00 0.60 0.62 0.78 0.78 0.78 0.62 0.22 Delay/Veh: 83.8 83.8 83.8 53.7 0.0 48.3 58.8 40.7 40.7 79.9 42.6 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 83.8 83.8 83.8 53.7 0.0 48.3 58.8 40.7 40.7 79.9 42.6 12.8 LOS by Move: F F F D- A D E+ D D E- D B HCM2k95thQ: 14 14 14 31 0 23 17 39 39 16 26 10 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Page 2-84 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Split/Rights=l nclude 299 0 833*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.886 Avg Crit Del (sec/veh): 55.8 Avg Delay (sec/veh): 50.1 LOS: D t 0 0 1! 0 0 66 51 *** 51 Signal=Spl it/Rights=l ncl u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 319 0 3 1296 0 Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 8 14 0 139 0 0 1 419 44 0 305 82 PasserByVol: 2 8 0 236 0 59 36 162 2 3 136 128 Initial Fut: 66 51 51 833 0 299 212 1895 109 170 1296 319 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 51 51 833 0 299 212 1895 109 170 1296 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 51 51 833 0 299 212 1895 109 170 1296 319 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 51 51 833 0 299 212 1895 109 170 1296 319 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.40 0.30 0.30 2.00 0.00 1.00 1.00 2.83 0.17 1.00 3.00 1.00 Final Sat.: 688 531 531 3150 0 1750 1750 5295 305 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.26 0.00 0.17 0.12 0.36 0.36 0.10 0.23 0.18 Crit Moves **** **** **** **** Green Time: 16.2 16.2 16.2 44.8 0.0 44.8 26.8 60.6 60.6 16.4 50.2 95.0 Volume/Cap: 0.89 0.89 0.89 0.89 0.00 0.57 0.68 0.89 0.89 0.89 0.68 0.29 Delay/Veh: 101.7 102 101.7 60.4 0.0 46.1 63.5 46.2 46.2 101.3 43.9 12.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 101.7 102 101.7 60.4 0.0 46.1 63.5 46.2 46.2 101.3 43.9 12.5 LOS by Move: F F F E A D E D D F D B HCM2k95thQ: 17 17 17 39 0 22 18 47 47 17 29 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 212 1 0 1895*** 2 1 109 0 Lanes: Final Vol: Signal=Split/Rights=l nclude 299 0 833*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.886 Avg Crit Del (sec/veh): 55.8 Avg Delay (sec/veh): 50.1 LOS: D t 0 0 1! 0 0 66 51 *** 51 Signal=Spl it/Rights=l ncl u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 319 0 3 1296 0 Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 8 14 0 139 0 0 1 419 44 0 305 82 PasserByVol: 2 8 0 236 0 59 36 162 2 3 136 128 Initial Fut: 66 51 51 833 0 299 212 1895 109 170 1296 319 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 51 51 833 0 299 212 1895 109 170 1296 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 51 51 833 0 299 212 1895 109 170 1296 319 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 51 51 833 0 299 212 1895 109 170 1296 319 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 0.40 0.30 0.30 2.00 0.00 1.00 1.00 2.83 0.17 1.00 3.00 1.00 Final Sat.: 688 531 531 3150 0 1750 1750 5295 305 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.26 0.00 0.17 0.12 0.36 0.36 0.10 0.23 0.18 Crit Moves **** **** **** **** Green Time: 16.2 16.2 16.2 44.8 0.0 44.8 26.8 60.6 60.6 16.4 50.2 95.0 Volume/Cap: 0.89 0.89 0.89 0.89 0.00 0.57 0.68 0.89 0.89 0.89 0.68 0.29 Delay/Veh: 101.7 102 101.7 60.4 0.0 46.1 63.5 46.2 46.2 101.3 43.9 12.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 101.7 102 101.7 60.4 0.0 46.1 63.5 46.2 46.2 101.3 43.9 12.5 LOS by Move: F F F E A D E D D F D B HCM2k95thQ: 17 17 17 39 0 22 18 47 47 17 29 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-85 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 98 6*** 182 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.837 Avg Crit Del (sec/veh): 143.1 Avg Delay (sec/veh): 100.5 LOS: F t 0 0 1! 0 0 94 2 87 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 12 1 2 1503 0 1 293*** Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 225 0 0 191 0 PasserByVol: 0 1 0 39 0 12 5 360 0 88 318 4 Initial Fut: 88 2 82 171 6 92 40 2244 115 275 1413 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 2 87 182 6 98 43 2387 122 293 1503 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 2 87 182 6 98 43 2387 122 293 1503 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 2 87 182 6 98 43 2387 122 293 1503 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.64 0.02 0.34 1.00 2.85 0.15 1.00 2.98 0.02 Final Sat.: 895 20 834 1112 39 599 1750 5327 273 1750 5557 43 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.16 0.16 0.16 0.02 0.45 0.45 0.17 0.27 0.27 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.47 0.47 0.47 0.26 1.27 1.27 0.72 0.55 0.55 Delay/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 166 166.1 52.6 23.3 23.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 166 166.1 52.6 23.3 23.3 LOS by Move: C C C C- C- C- E+ F F D- C C HCM2k95thQ: 11 11 11 18 18 18 3 84 84 21 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 43 1 0 2387*** 2 1 122 0 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 98 6*** 182 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.837 Avg Crit Del (sec/veh): 143.1 Avg Delay (sec/veh): 100.5 LOS: F t 0 0 1! 0 0 94 2 87 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 12 1 2 1503 0 1 293*** Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 225 0 0 191 0 PasserByVol: 0 1 0 39 0 12 5 360 0 88 318 4 Initial Fut: 88 2 82 171 6 92 40 2244 115 275 1413 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 2 87 182 6 98 43 2387 122 293 1503 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 2 87 182 6 98 43 2387 122 293 1503 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 2 87 182 6 98 43 2387 122 293 1503 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.64 0.02 0.34 1.00 2.85 0.15 1.00 2.98 0.02 Final Sat.: 895 20 834 1112 39 599 1750 5327 273 1750 5557 43 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.16 0.16 0.16 0.02 0.45 0.45 0.17 0.27 0.27 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.47 0.47 0.47 0.26 1.27 1.27 0.72 0.55 0.55 Delay/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 166 166.1 52.6 23.3 23.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 166 166.1 52.6 23.3 23.3 LOS by Move: C C C C- C- C- E+ F F D- C C HCM2k95thQ: 11 11 11 18 18 18 3 84 84 21 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-86 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #43: Stern Avenue / Steven Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 98 6*** 182 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.905 Avg Crit Del (sec/veh): 211.3 Avg Delay (sec/veh): 144.4 LOS: F t 0 0 1! 0 0 94 2 87 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 12 1 2 1712 0 1 293*** Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 558 0 0 387 0 PasserByVol: 0 1 0 39 0 12 5 360 0 88 318 4 Initial Fut: 88 2 82 171 6 92 40 2577 115 275 1609 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 2 87 182 6 98 43 2741 122 293 1712 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 2 87 182 6 98 43 2741 122 293 1712 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 2 87 182 6 98 43 2741 122 293 1712 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.64 0.02 0.34 1.00 2.87 0.13 1.00 2.98 0.02 Final Sat.: 895 20 834 1112 39 599 1750 5360 239 1750 5562 38 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.16 0.16 0.16 0.02 0.51 0.51 0.17 0.31 0.31 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.47 0.47 0.47 0.26 1.45 1.45 0.72 0.63 0.63 Delay/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 245 245.3 52.6 24.7 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 245 245.3 52.6 24.7 24.7 LOS by Move: C C C C- C- C- E+ F F D- C C HCM2k95thQ: 11 11 11 18 18 18 3 111 111 20 28 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 43 1 0 2741 *** 2 1 122 0 Lanes: Final Vol: Sig nal=Permit/Rights=l ncl u d e 98 6*** 182 0 0 1! 0 0 Vol Cnt Date: n/a Cycle Time (sec): 130 Loss Time (sec): 9 Critical V/C: 0.905 Avg Crit Del (sec/veh): 211.3 Avg Delay (sec/veh): 144.4 LOS: F t 0 0 1! 0 0 94 2 87 Sig nal=Permit/Rights=l nd u d e Signal=Protect Rights=lndude Lanes: Final Vol: 0 12 1 2 1712 0 1 293*** Street Name: Stern Avenue Steven Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 45 45 45 45 45 45 11 39 39 30 58 58 Y+R: 4.6 4.6 4.6 4.6 4.6 4.6 4.9 5.6 5.6 4.9 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 88 1 82 132 6 80 35 1659 115 187 904 7 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1 82 132 6 80 35 1659 115 187 904 7 Added Vol: 0 0 0 0 0 0 0 558 0 0 387 0 PasserByVol: 0 1 0 39 0 12 5 360 0 88 318 4 Initial Fut: 88 2 82 171 6 92 40 2577 115 275 1609 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 94 2 87 182 6 98 43 2741 122 293 1712 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 2 87 182 6 98 43 2741 122 293 1712 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 2 87 182 6 98 43 2741 122 293 1712 12 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.51 0.01 0.48 0.64 0.02 0.34 1.00 2.87 0.13 1.00 2.98 0.02 Final Sat.: 895 20 834 1112 39 599 1750 5360 239 1750 5562 38 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.16 0.16 0.16 0.02 0.51 0.51 0.17 0.31 0.31 Crit Moves: **** **** **** Green Time: 45.0 45.0 45.0 45.0 45.0 45.0 12.1 46.0 46.0 30.0 63.9 63.9 Volume/Cap: 0.30 0.30 0.30 0.47 0.47 0.47 0.26 1.45 1.45 0.72 0.63 0.63 Delay/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 245 245.3 52.6 24.7 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 31.3 31.3 31.3 33.8 33.8 33.8 55.6 245 245.3 52.6 24.7 24.7 LOS by Move: C C C C- C- C- E+ F F D- C C HCM2k95thQ: 11 11 11 18 18 18 3 111 111 20 28 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-87 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 78 590- 415 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 0 0 0 Loss Time (sec): 12 0 0 1384 3 Critical V/C: 0.994 3 1572 0 7;11 Avg Crit Del (sec/veh): 98.5 0 1038`*` 1 Avg Delay (sec/veh): 95.1 2 409 - LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 18* 0 55 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 0.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 76 0 0 158 67 60 191 0 PasserByVol: 0 0 0 2 18 4 0 130 343 0 311 0 Initial Fut: 18 0 55 415 590 78 0 1384 1038 409 1572 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 0 55 415 590 78 0 1384 1038 409 1572 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 0 55 415 590 78 0 1384 1038 409 1572 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 0 55 415 590 78 0 1384 1038 409 1572 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.17 1.62 0.21 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2050 2914 385 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.20 0.20 0.20 0.00 0.24 0.59 0.13 0.28 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 56.8 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.15 0.00 0.10 0.72 0.72 0.72 0.00 1.14 1.21 0.81 0.74 0.00 Delay/Veh: 47.8 0.0 28.9 58.0 58.0 58.0 0.0 143 151.6 79.7 48.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.8 0.0 28.9 58.0 58.0 58.0 0.0 143 151.6 79.7 48.5 0.0 LOS by Move: D A C E+ E+ E+ A F F E- D A HCM2k95thQ: 6 0 5 33 33 33 0 48 120 23 39 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-88 0 0 1547 3 Critical V/C: 1.098 3 1768 0 7;11 Avg Crit Del (sec/veh): 139.0 0 1208`*` 1 Avg Delay (sec/veh): 129.0 2 409 - LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 18* 0 55 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 0.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 76 0 0 321 237 60 387 0 PasserByVol: 0 0 0 2 18 4 0 130 343 0 311 0 Initial Fut: 18 0 55 415 590 78 0 1547 1208 409 1768 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 0 55 415 590 78 0 1547 1208 409 1768 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 0 55 415 590 78 0 1547 1208 409 1768 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 0 55 415 590 78 0 1547 1208 409 1768 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.17 1.62 0.21 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2050 2914 385 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.20 0.20 0.20 0.00 0.27 0.69 0.13 0.31 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 56.8 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.15 0.00 0.10 0.72 0.72 0.72 0.00 1.28 1.41 0.81 0.83 0.00 Delay/Veh: 47.8 0.0 28.9 58.0 58.0 58.0 0.0 199 237.3 79.7 52.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.8 0.0 28.9 58.0 58.0 58.0 0.0 199 237.3 79.7 52.4 0.0 LOS by Move: D A C E+ E+ E+ A F F E- D- A HCM2k95thQ: 6 0 5 33 33 33 0 61 168 23 45 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #44:1-280 Ramps (West) -Calvert Drive / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 78 590- 415 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 0 0 0 0 Loss Time (sec): 12 0 0 1547 3 Critical V/C: 1.098 3 1768 0 7;11 Avg Crit Del (sec/veh): 139.0 0 1208`*` 1 Avg Delay (sec/veh): 129.0 2 409 - LOS: F t Lanes: 0 0 1! 0 0 Final Vol: 18* 0 55 Signal=Spl it/Rights=Oved ap Street Name: I-280 Ramps (West) -Calvert Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 48 48 48 49 49 49 0 37 37 28 37 37 Y+R: 6.0 0.0 6.0 5.4 5.4 5.4 0.0 5.9 5.9 5.4 5.6 5.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 18 0 55 413 496 74 0 1096 628 349 1070 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 18 0 55 413 496 74 0 1096 628 349 1070 0 Added Vol: 0 0 0 0 76 0 0 321 237 60 387 0 PasserByVol: 0 0 0 2 18 4 0 130 343 0 311 0 Initial Fut: 18 0 55 415 590 78 0 1547 1208 409 1768 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 18 0 55 415 590 78 0 1547 1208 409 1768 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 18 0 55 415 590 78 0 1547 1208 409 1768 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 18 0 55 415 590 78 0 1547 1208 409 1768 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.25 0.00 0.75 1.17 1.62 0.21 0.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 432 0 1318 2050 2914 385 0 5700 1750 3150 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.00 0.04 0.20 0.20 0.20 0.00 0.27 0.69 0.13 0.31 0.00 Crit Moves: **** **** **** **** Green Time: 35.9 0.0 56.8 36.6 36.6 36.6 0.0 27.6 63.5 20.9 48.6 0.0 Volume/Cap: 0.15 0.00 0.10 0.72 0.72 0.72 0.00 1.28 1.41 0.81 0.83 0.00 Delay/Veh: 47.8 0.0 28.9 58.0 58.0 58.0 0.0 199 237.3 79.7 52.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.8 0.0 28.9 58.0 58.0 58.0 0.0 199 237.3 79.7 52.4 0.0 LOS by Move: D A C E+ E+ E+ A F F E- D- A HCM2k95thQ: 6 0 5 33 33 33 0 61 168 23 45 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-89 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 184 0 85*** Lanes: 1 0 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 109*** 2 0 10 Loss Time (sec): 9 0 1 1786 2 Critical V/C: 0.459 3 2659*** 1 Avg Crit Del (sec/veh): 26.6 0 5 0 Avg Delay (sec/veh): 26.4 1 24 LOS: C t Lanes: 1 0 0 1 0 Final Vol: 37 0 22 Sig nal=Permit/Rights=l ncl u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 10 57 57 12 60 60 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 4.6 4.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 35 0 21 80 0 173 78 1420 5 23 1928 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 0 21 80 0 173 78 1420 5 23 1928 9 Added Vol: 0 0 0 0 0 0 0 158 0 0 258 0 PasserByVol: 0 0 0 0 0 0 24 101 0 0 313 0 Initial Fut: 35 0 21 80 0 173 102 1679 5 23 2499 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 37 0 22 85 0 184 109 1786 5 24 2659 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 0 22 85 0 184 109 1786 5 24 2659 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 0 22 85 0 184 109 1786 5 24 2659 10 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.95 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.32 0.00 1.68 2.00 2.99 0.01 1.00 3.99 0.01 Final Sat.: 1750 0 1800 2314 0 3020 3150 5583 17 1750 7473 27 ------------ I---------------II---------------II--------------- Capacity Analysis Module: II ---------------I Vol/Sat: 0.02 0.00 0.01 0.04 0.00 0.06 0.03 0.32 0.32 0.01 0.36 0.36 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 55.0 10.0 62.8 62.8 13.2 66.0 66.0 Volume/Cap: 0.06 0.00 0.04 0.11 0.00 0.14 0.45 0.66 0.66 0.14 0.70 0.70 Delay/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 58.7 26.2 26.2 53.6 25.0 25.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 58.7 26.2 26.2 53.6 25.0 25.0 LOS by Move: C A C C A C E+ C C D- C C HCM2k95thQ: 2 0 1 4 0 6 5 29 29 2 34 34 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-90 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #45: Agilent Driveway / Stevens Creek Boulevard Signal=Perm!VR! ghts=Overla p Final Vol: 184 0 85*** Lanes: 1 0 1! 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 109*** 2 0 10 Loss Time (sec): 9 0 1 1960 2 Critical V/C: 0.489 3 2868*** 1 � Avg Crit Del (sec/veh): 27.7 � 0 5 0 Avg Delay (sec/veh): 27.7 1 24 LOS: C t Lanes: 1 0 0 1 0 Final Vol: 37 0 22 Sig nal=Permit/Rights=l ncl u d e Street Name: Agilent Driveway Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 47 47 47 45 45 45 10 57 57 12 60 60 Y+R: 3.0 3.0 3.0 4.6 4.6 4.6 5.0 5.6 5.6 5.0 4.6 4.6 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 35 0 21 80 0 173 78 1420 5 23 1928 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 0 21 80 0 173 78 1420 5 23 1928 9 Added Vol: 0 0 0 0 0 0 0 321 0 0 455 0 PasserByVol: 0 0 0 0 0 0 24 101 0 0 313 0 Initial Fut: 35 0 21 80 0 173 102 1842 5 23 2696 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 37 0 22 85 0 184 109 1960 5 24 2868 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 0 22 85 0 184 109 1960 5 24 2868 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 0 22 85 0 184 109 1960 5 24 2868 10 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 1.00 0.95 0.83 0.98 0.95 0.92 0.99 0.95 Lanes: 1.00 0.00 1.00 1.32 0.00 1.68 2.00 2.99 0.01 1.00 3.99 0.01 Final Sat.: 1750 0 1800 2314 0 3020 3150 5585 15 1750 7475 25 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.00 0.01 0.04 0.00 0.06 0.03 0.35 0.35 0.01 0.38 0.38 Crit Moves: **** **** **** Green Time: 45.0 0.0 45.0 45.0 0.0 55.0 10.0 62.8 62.8 13.2 66.0 66.0 Volume/Cap: 0.06 0.00 0.04 0.11 0.00 0.14 0.45 0.73 0.73 0.14 0.76 0.76 Delay/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 58.7 27.8 27.8 53.6 26.5 26.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 0.0 28.2 28.9 0.0 23.1 58.7 27.8 27.8 53.6 26.5 26.5 LOS by Move: C A C C A C E+ C C D- C C HCM2k95thQ: 2 0 1 4 0 6 5 33 33 2 37 37 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-91 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l ncl u d e Final Vol: 646*** 0 262 Lanes: 1 0 0 0 1 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 0 0 Loss Time (sec): 6 0 0 1861 5 Critical V/C: 0.736 3 1883*** 0 � Avg Crit Del (sec/veh): 28.0 � 0 0 0 Avg Delay (sec/veh): 25.3 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 59 0 49 0 158 0 0 210 0 PasserByVol: 0 0 0 0 0 17 0 108 0 0 298 0 Initial Fut: 0 0 0 262 0 646 0 1861 0 0 1883 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 262 0 646 0 1861 0 0 1883 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 262 0 646 0 1861 0 0 1883 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 262 0 646 0 1861 0 0 1883 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.37 0.00 0.20 0.00 0.00 0.33 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 60.2 0.0 60.2 0.0 53.8 0.0 0.0 53.8 0.0 Volume/Cap: 0.00 0.00 0.00 0.30 0.00 0.74 0.00 0.44 0.00 0.00 0.74 0.00 Delay/Veh: 0.0 0.0 0.0 17.7 0.0 26.9 0.0 22.8 0.0 0.0 28.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 17.7 0.0 26.9 0.0 22.8 0.0 0.0 28.4 0.0 LOS by Move: A A A B A C A C+ A A C A HCM2k95thQ: 0 0 0 12 0 36 0 17 0 0 32 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-92 0 0 2024 5 Critical V/C: 0.790 3 2036*** 0 � Avg Crit Del (sec/veh): 29.8 � 0 0 0 Avg Delay (sec/veh): 26.4 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 59 0 91 0 321 0 0 363 0 PasserByVol: 0 0 0 0 0 17 0 108 0 0 298 0 Initial Fut: 0 0 0 262 0 688 0 2024 0 0 2036 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 262 0 688 0 2024 0 0 2036 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 262 0 688 0 2024 0 0 2036 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 262 0 688 0 2024 0 0 2036 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.39 0.00 0.21 0.00 0.00 0.36 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 59.7 0.0 59.7 0.0 54.3 0.0 0.0 54.3 0.0 Volume/Cap: 0.00 0.00 0.00 0.30 0.00 0.79 0.00 0.47 0.00 0.00 0.79 0.00 Delay/Veh: 0.0 0.0 0.0 18.0 0.0 29.9 0.0 23.0 0.0 0.0 29.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 18.0 0.0 29.9 0.0 23.0 0.0 0.0 29.7 0.0 LOS by Move: A A A B A C A C+ A A C A HCM2k95thQ: 0 0 0 12 0 40 0 18 0 0 36 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #46: Lawrence Expressway Ramp (West) / Stevens Creek Boulevard Signal=Spl it/Rights=l nd u d e Final Vol: 688*** 0 262 Lanes: 1 0 0 0 1 4 Signal=Permit Signal=Permit Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 120 0 0 0 0 Loss Time (sec): 6 0 0 2024 5 Critical V/C: 0.790 3 2036*** 0 � Avg Crit Del (sec/veh): 29.8 � 0 0 0 Avg Delay (sec/veh): 26.4 0 0 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway Ramp (West) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 0 10 0 10 0 0 10 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 203 0 580 0 1595 0 0 1375 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 203 0 580 0 1595 0 0 1375 0 Added Vol: 0 0 0 59 0 91 0 321 0 0 363 0 PasserByVol: 0 0 0 0 0 17 0 108 0 0 298 0 Initial Fut: 0 0 0 262 0 688 0 2024 0 0 2036 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 262 0 688 0 2024 0 0 2036 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 262 0 688 0 2024 0 0 2036 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 262 0 688 0 2024 0 0 2036 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 5.00 0.00 0.00 3.00 0.00 Final Sat.: 0 0 0 1750 0 1750 0 9500 0 0 5700 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.39 0.00 0.21 0.00 0.00 0.36 0.00 Crit Moves: **** **** Green Time: 0.0 0.0 0.0 59.7 0.0 59.7 0.0 54.3 0.0 0.0 54.3 0.0 Volume/Cap: 0.00 0.00 0.00 0.30 0.00 0.79 0.00 0.47 0.00 0.00 0.79 0.00 Delay/Veh: 0.0 0.0 0.0 18.0 0.0 29.9 0.0 23.0 0.0 0.0 29.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 18.0 0.0 29.9 0.0 23.0 0.0 0.0 29.7 0.0 LOS by Move: A A A B A C A C+ A A C A HCM2k95thQ: 0 0 0 12 0 40 0 18 0 0 36 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-93 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #47: Lawrence Expressway / EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 310 180*** 409 Lanes: 1 0 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 100 285 2 1 126 Loss Time (sec): 12 0 0 1911*** 2 Critical V/C: 0.918 3 1184 1 � Avg Crit Del (sec/veh): 43.4 � 0 424 0 Avg Delay (sec/veh): 37.9 2 168*** LOS: D+ t Lanes: 1 1 0 0 1 Final Vol: 478 132*** 197 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 10 189 409 21 187 217 1788 257 166 1077 126 Added Vol: 125 122 0 0 159 123 68 113 155 0 102 0 PasserByVol: 15 0 8 0 0 0 0 10 12 2 5 0 Initial Fut: 478 132 197 409 180 310 285 1911 424 168 1184 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 478 132 197 409 180 310 285 1911 424 168 1184 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 478 132 197 409 180 310 285 1911 424 168 1184 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 478 132 197 409 180 310 285 1911 424 168 1184 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.57 0.43 1.00 1.40 0.60 1.00 2.00 2.44 0.56 2.00 3.00 1.00 Final Sat.: 2782 768 1750 2465 1085 1750 3150 4582 1017 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.11 0.17 0.17 0.18 0.09 0.42 0.42 0.05 0.21 0.07 Crit Moves **** **** **** **** Green Time: 18.4 18.4 25.4 17.8 17.8 33.5 15.7 44.8 44.8 7.0 36.1 53.9 Volume/Cap: 0.93 0.93 0.44 0.93 0.93 0.53 0.58 0.93 0.93 0.76 0.58 0.13 Delay/Veh: 60.4 60.4 32.0 61.2 61.2 27.8 40.7 33.3 33.3 60.1 26.2 11.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.4 60.4 32.0 61.2 61.2 27.8 40.7 33.3 33.3 60.1 26.2 11.5 LOS by Move: E E C- E E C D C- C- E C B+ HCM2k95thQ: 25 25 11 17 17 15 9 39 39 10 19 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Page 2-94 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 1920*** 2 Critical V/C: 0.980 3 1189 1 Avg Crit Del (sec/veh): 55.9 0 424 0 Avg Delay (sec/veh): 46.5 2 185*** LOS: D t Lanes: 1 1 0 0 1 Final Vol: 478*** 225 229 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 10 189 409 21 187 217 1788 257 166 1077 126 Added Vol: 125 215 32 0 232 145 96 122 155 17 107 0 PasserByVol: 15 0 8 0 0 0 0 10 12 2 5 0 Initial Fut: 478 225 229 409 253 332 313 1920 424 185 1189 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 478 225 229 409 253 332 313 1920 424 185 1189 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 478 225 229 409 253 332 313 1920 424 185 1189 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 478 225 229 409 253 332 313 1920 424 185 1189 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.37 0.63 1.00 1.25 0.75 1.00 2.00 2.44 0.56 2.00 3.00 1.00 Final Sat.: 2414 1136 1750 2193 1357 1750 3150 4586 1013 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.13 0.19 0.19 0.19 0.10 0.42 0.42 0.06 0.21 0.07 Crit Moves: **** **** **** **** Green Time: 20.0 20.0 27.0 18.8 18.8 34.7 15.9 42.2 42.2 7.0 33.3 52.1 Volume/Cap: 0.99 0.99 0.49 0.99 0.99 0.55 0.63 0.99 0.99 0.84 0.63 0.14 Delay/Veh: 71.5 71.5 31.5 73.1 73.1 27.4 41.8 45.2 45.2 69.7 28.7 12.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.5 71.5 31.5 73.1 73.1 27.4 41.8 45.2 45.2 69.7 28.7 12.4 LOS by Move: E E C E E C D D D E C B HCM2k95thQ: 30 30 13 20 20 15 10 44 44 11 20 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #47: Lawrence Expressway/ EI Camino Real Signal=Spl it/Rights=Oved ap Final Vol: 332 253*** 409 Lanes: 1 0 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 100 313 2 1 126 0 Loss Time (sec): 12 0 1920*** 2 Critical V/C: 0.980 3 1189 1 Avg Crit Del (sec/veh): 55.9 0 424 0 Avg Delay (sec/veh): 46.5 2 185*** LOS: D t Lanes: 1 1 0 0 1 Final Vol: 478*** 225 229 Signal=Spl it/Rights=Oved ap Street Name: Lawrence Expressway E1 Camino Real Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 338 10 189 409 21 187 217 1788 257 166 1077 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 338 10 189 409 21 187 217 1788 257 166 1077 126 Added Vol: 125 215 32 0 232 145 96 122 155 17 107 0 PasserByVol: 15 0 8 0 0 0 0 10 12 2 5 0 Initial Fut: 478 225 229 409 253 332 313 1920 424 185 1189 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 478 225 229 409 253 332 313 1920 424 185 1189 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 478 225 229 409 253 332 313 1920 424 185 1189 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 478 225 229 409 253 332 313 1920 424 185 1189 126 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.95 0.92 0.93 0.95 0.92 0.83 0.99 0.95 0.83 1.00 0.92 Lanes: 1.37 0.63 1.00 1.25 0.75 1.00 2.00 2.44 0.56 2.00 3.00 1.00 Final Sat.: 2414 1136 1750 2193 1357 1750 3150 4586 1013 3150 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.13 0.19 0.19 0.19 0.10 0.42 0.42 0.06 0.21 0.07 Crit Moves: **** **** **** **** Green Time: 20.0 20.0 27.0 18.8 18.8 34.7 15.9 42.2 42.2 7.0 33.3 52.1 Volume/Cap: 0.99 0.99 0.49 0.99 0.99 0.55 0.63 0.99 0.99 0.84 0.63 0.14 Delay/Veh: 71.5 71.5 31.5 73.1 73.1 27.4 41.8 45.2 45.2 69.7 28.7 12.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.5 71.5 31.5 73.1 73.1 27.4 41.8 45.2 45.2 69.7 28.7 12.4 LOS by Move: E E C E E C D D D E C B HCM2k95thQ: 30 30 13 20 20 15 10 44 44 11 20 4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-95 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 473 2996*** 424 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 512*** 2 1 332 Loss Time (sec): 12 0 0 916 2 Critical V/C: 0.919 2 489*** 0 � Avg Crit Del (sec/veh): 117.1 � 0 394 1 Avg Delay (sec/veh): 94.7 2 320 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1586 418 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 327 24 127 638 100 56 76 0 20 58 96 PasserByVol: 8 160 29 47 234 44 66 71 32 12 40 35 Initial Fut: 134 1983 418 424 3793 473 512 916 394 320 489 332 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1586 418 424 2996 473 512 916 394 320 489 332 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1586 418 424 2996 473 512 916 394 320 489 332 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1586 418 424 2996 473 512 916 394 320 489 332 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.28 0.24 0.13 0.53 0.27 0.16 0.24 0.23 0.10 0.13 0.19 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.60 0.42 1.09 1.05 0.43 1.26 1.02 0.70 0.90 0.58 0.55 Delay/Veh: 87.7 59.0 42.2 160.7 110 37.6 216.4 106 58.9 106.1 65.9 50.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 59.0 42.2 160.7 110 37.6 216.4 106 58.9 106.1 65.9 50.5 LOS by Move: F E+ D F F D+ F F E+ F E D HCM2k95thQ: 9 43 36 34 100 40 40 45 34 24 23 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-96 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 944 2 Critical V/C: 0.949 2 509*** 0 Avg Crit Del (sec/veh): 128.5 0 394 1 Avg Delay (sec/veh): 101.1 2 328 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1650 429 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 407 35 127 696 132 102 104 0 28 78 96 PasserByVol: 8 160 29 47 234 44 66 71 32 12 40 35 Initial Fut: 134 2063 429 424 3851 505 558 944 394 328 509 332 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1650 429 424 3042 505 558 944 394 328 509 332 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1650 429 424 3042 505 558 944 394 328 509 332 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1650 429 424 3042 505 558 944 394 328 509 332 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.29 0.25 0.13 0.53 0.29 0.18 0.25 0.23 0.10 0.13 0.19 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.63 0.43 1.09 1.07 0.46 1.37 1.05 0.70 0.92 0.61 0.55 Delay/Veh: 87.7 60.0 42.6 160.7 116 38.6 263.8 115 58.9 110.5 66.6 50.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 60.0 42.6 160.7 116 38.6 263.8 115 58.9 110.5 66.6 50.5 LOS by Move: F E D F F D+ F F E+ F E D HCM2k95thQ: 9 45 37 34 103 42 47 47 34 25 24 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #48: Lawrence Expressway / Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 505 3042*** 424 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 558*** 2 1 332 Loss Time (sec): 12 0 0 944 2 Critical V/C: 0.949 2 509*** 0 Avg Crit Del (sec/veh): 128.5 0 394 1 Avg Delay (sec/veh): 101.1 2 328 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1650 429 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 407 35 127 696 132 102 104 0 28 78 96 PasserByVol: 8 160 29 47 234 44 66 71 32 12 40 35 Initial Fut: 134 2063 429 424 3851 505 558 944 394 328 509 332 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1650 429 424 3042 505 558 944 394 328 509 332 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1650 429 424 3042 505 558 944 394 328 509 332 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1650 429 424 3042 505 558 944 394 328 509 332 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.04 0.29 0.25 0.13 0.53 0.29 0.18 0.25 0.23 0.10 0.13 0.19 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.63 0.43 1.09 1.07 0.46 1.37 1.05 0.70 0.92 0.61 0.55 Delay/Veh: 87.7 60.0 42.6 160.7 116 38.6 263.8 115 58.9 110.5 66.6 50.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 60.0 42.6 160.7 116 38.6 263.8 115 58.9 110.5 66.6 50.5 LOS by Move: F E D F F D+ F F E+ F E D HCM2k95thQ: 9 45 37 34 103 42 47 47 34 25 24 28 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-97 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 133 3328*** 595 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 219 2 1 166 Loss Time (sec): 12 0 0 290*** 2 Critical V/C: 0.852 2 162 0 Avg Crit Del (sec/veh): 65.6 0 394 1 Avg Delay (sec/veh): 60.6 2 259*** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 171*** 1695 215 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 351 0 0 657 1 1 1 0 0 1 0 PasserByVol: 40 111 14 97 196 12 50 20 195 8 42 11 Initial Fut: 171 2119 215 595 4213 133 219 290 394 259 162 166 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 1695 215 595 3328 133 219 290 394 259 162 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1695 215 595 3328 133 219 290 394 259 162 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 1695 215 595 3328 133 219 290 394 259 162 166 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.30 0.12 0.19 0.58 0.08 0.07 0.08 0.23 0.08 0.04 0.09 Crit Moves: **** **** **** **** Green Time: 18.4 85.8 107.3 40.9 108 124.6 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.56 0.66 0.22 0.88 1.02 0.12 0.81 0.49 0.89 0.73 0.23 0.24 Delay/Veh: 82.6 40.4 20.2 83.2 62.4 12.0 99.8 72.4 86.6 87.2 65.0 37.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.6 40.4 20.2 83.2 62.4 12.0 99.8 72.4 86.6 87.2 65.0 37.4 LOS by Move: F D C+ F E B+ F E F F E D+ HCM2k95thQ: 12 41 12 31 96 6 15 14 41 18 8 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-98 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 308*** 2 Critical V/C: 0.863 2 174 0 Avg Crit Del (sec/veh): 68.3 0 394 1 Avg Delay (sec/veh): 62.8 2 260`** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 171*** 1742 216 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 409 1 0 699 24 34 19 0 1 13 0 PasserByVol: 40 111 14 97 196 12 50 20 195 8 42 11 Initial Fut: 171 2177 216 595 4255 156 252 308 394 260 174 166 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 1742 216 595 3361 156 252 308 394 260 174 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1742 216 595 3361 156 252 308 394 260 174 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 1742 216 595 3361 156 252 308 394 260 174 166 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.31 0.12 0.19 0.59 0.09 0.08 0.08 0.23 0.08 0.05 0.09 Crit Moves: **** **** **** **** Green Time: 18.4 85.8 107.3 40.9 108 124.6 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.56 0.68 0.22 0.88 1.03 0.14 0.93 0.52 0.89 0.73 0.25 0.24 Delay/Veh: 82.6 41.0 20.2 83.2 65.7 12.1 120.8 72.9 86.6 87.3 65.3 37.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.6 41.0 20.2 83.2 65.7 12.1 120.8 72.9 86.6 87.3 65.3 37.4 LOS by Move: F D C+ F E B F E F F E D+ HCM2k95thQ: 12 42 12 31 98 7 18 15 41 18 8 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #49: Lawrence Expressway / Pruneridge Avenue Sig nal=ProtecURights=Oved ap Final Vol: 156 3361*** 595 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 252 2 1 166 0 Loss Time (sec): 12 0 308*** 2 Critical V/C: 0.863 2 174 0 Avg Crit Del (sec/veh): 68.3 0 394 1 Avg Delay (sec/veh): 62.8 2 260`** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 171*** 1742 216 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Pruneridge Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 18 84 84 40 106 106 16 29 29 21 34 34 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 131 1657 201 498 3360 120 168 269 199 251 119 155 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 1657 201 498 3360 120 168 269 199 251 119 155 Added Vol: 0 409 1 0 699 24 34 19 0 1 13 0 PasserByVol: 40 111 14 97 196 12 50 20 195 8 42 11 Initial Fut: 171 2177 216 595 4255 156 252 308 394 260 174 166 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 1742 216 595 3361 156 252 308 394 260 174 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1742 216 595 3361 156 252 308 394 260 174 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 1742 216 595 3361 156 252 308 394 260 174 166 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.31 0.12 0.19 0.59 0.09 0.08 0.08 0.23 0.08 0.05 0.09 Crit Moves: **** **** **** **** Green Time: 18.4 85.8 107.3 40.9 108 124.6 16.3 29.6 48.0 21.5 34.7 75.6 Volume/Cap: 0.56 0.68 0.22 0.88 1.03 0.14 0.93 0.52 0.89 0.73 0.25 0.24 Delay/Veh: 82.6 41.0 20.2 83.2 65.7 12.1 120.8 72.9 86.6 87.3 65.3 37.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.6 41.0 20.2 83.2 65.7 12.1 120.8 72.9 86.6 87.3 65.3 37.4 LOS by Move: F D C+ F E B F E F F E D+ HCM2k95thQ: 12 42 12 31 98 7 18 15 41 18 8 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-99 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 4 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 120 376 2 1 289 Loss Time (sec): 9 0 0 1954*** 3 Critical V/C: 0.674 3 1110 0 � Avg Crit Del (sec/veh): 25.7 � 0 0 0 Avg Delay (sec/veh): 29.3 0 0*** LOS: C t Lanes: 2 1 0 1 0 Final Vol: 680 716 323*** Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 32 89 73 0 0 0 18 200 0 0 178 36 PasserByVol: 194 13 0 0 0 0 33 74 0 0 106 0 Initial Fut: 680 716 323 0 0 0 376 1954 0 0 1110 289 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 680 716 323 0 0 0 376 1954 0 0 1110 289 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 680 716 323 0 0 0 376 1954 0 0 1110 289 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 680 716 323 0 0 0 376 1954 0 0 1110 289 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.36 0.64 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3150 2549 1150 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.28 0.28 0.00 0.00 0.00 0.12 0.34 0.00 0.00 0.19 0.17 Crit Moves: **** **** **** Green Time: 50.0 50.0 50.0 0.0 0.0 0.0 23.2 61.0 0.0 0.0 37.8 37.8 Volume/Cap: 0.52 0.67 0.67 0.00 0.00 0.00 0.62 0.67 0.00 0.00 0.62 0.52 Delay/Veh: 26.2 29.1 29.1 0.0 0.0 0.0 46.3 22.7 0.0 0.0 35.6 34.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 26.2 29.1 29.1 0.0 0.0 0.0 46.3 22.7 0.0 0.0 35.6 34.6 LOS by Move: C C C A A A D C+ A A D+ C- HCM2k95thQ: 20 29 29 0 0 0 14 31 0 0 20 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-100 0 0 2058*** 3 Critical V/C: 0.694 3 1182 0 Avg Crit Del (sec/veh): 26.1 0 0 0 Avg Delay (sec/veh): 30.0 0 0*** LOS: C t Lanes: 2 1 0 1 0 Final Vol: 762 716 323*** Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 114 89 73 0 0 0 77 304 0 0 250 36 PasserByVol: 194 13 0 0 0 0 33 74 0 0 106 0 Initial Fut: 762 716 323 0 0 0 435 2058 0 0 1182 289 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 762 716 323 0 0 0 435 2058 0 0 1182 289 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 762 716 323 0 0 0 435 2058 0 0 1182 289 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 762 716 323 0 0 0 435 2058 0 0 1182 289 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.36 0.64 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3150 2549 1150 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.28 0.28 0.00 0.00 0.00 0.14 0.36 0.00 0.00 0.21 0.17 Crit Moves: **** **** **** Green Time: 48.6 48.6 48.6 0.0 0.0 0.0 25.0 62.4 0.0 0.0 37.5 37.5 Volume/Cap: 0.60 0.69 0.69 0.00 0.00 0.00 0.66 0.69 0.00 0.00 0.66 0.53 Delay/Veh: 28.4 30.4 30.4 0.0 0.0 0.0 46.2 22.3 0.0 0.0 36.8 35.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 30.4 30.4 0.0 0.0 0.0 46.2 22.3 0.0 0.0 36.8 35.0 LOS by Move: C C C A A A D C+ A A D+ C- HCM2k95thQ: 24 29 29 0 0 0 16 32 0 0 22 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #50: Lawrence Expressway Ramps (East) / Stevens Creek Boulevard Signal=Spl it/Rights=Oved ap Final Vol: 0 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Ovedap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 120 435 2 1 289 Loss Time (sec): 9 0 0 2058*** 3 Critical V/C: 0.694 3 1182 0 Avg Crit Del (sec/veh): 26.1 0 0 0 Avg Delay (sec/veh): 30.0 0 0*** LOS: C t Lanes: 2 1 0 1 0 Final Vol: 762 716 323*** Signal=Spl it/Rights=l ncl u d e Street Name: Lawrence Expressway Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 0 0 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 454 614 250 0 0 0 325 1680 0 0 826 253 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 454 614 250 0 0 0 325 1680 0 0 826 253 Added Vol: 114 89 73 0 0 0 77 304 0 0 250 36 PasserByVol: 194 13 0 0 0 0 33 74 0 0 106 0 Initial Fut: 762 716 323 0 0 0 435 2058 0 0 1182 289 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 762 716 323 0 0 0 435 2058 0 0 1182 289 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 762 716 323 0 0 0 435 2058 0 0 1182 289 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 762 716 323 0 0 0 435 2058 0 0 1182 289 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 0.99 0.95 0.92 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 1.36 0.64 0.00 0.00 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 3150 2549 1150 0 0 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.28 0.28 0.00 0.00 0.00 0.14 0.36 0.00 0.00 0.21 0.17 Crit Moves: **** **** **** Green Time: 48.6 48.6 48.6 0.0 0.0 0.0 25.0 62.4 0.0 0.0 37.5 37.5 Volume/Cap: 0.60 0.69 0.69 0.00 0.00 0.00 0.66 0.69 0.00 0.00 0.66 0.53 Delay/Veh: 28.4 30.4 30.4 0.0 0.0 0.0 46.2 22.3 0.0 0.0 36.8 35.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 28.4 30.4 30.4 0.0 0.0 0.0 46.2 22.3 0.0 0.0 36.8 35.0 LOS by Move: C C C A A A D C+ A A D+ C- HCM2k95thQ: 24 29 29 0 0 0 16 32 0 0 22 17 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-101 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Sig nal=Protect/Rights=Ignore Final Vol: 0 3108"* 1064 Lanes: 0 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 74 0 0 0 Loss Time (sec): 9 1 -4- *:- 0 645... 1 Critical V/C: 1.072 0 0 0 � Avg Crit Del (sec/veh): 88.7 � 0 0 1 Avg Delay (sec/veh): 86.0 0 0 LOS: F t Lanes: 0 0 3 0 1 Final Vol: 0... 1590 191 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 296 34 195 355 0 0 32 172 0 0 0 PasserByVol: 0 176 0 124 265 0 0 214 150 0 0 0 Initial Fut: 0 1590 191 1064 3108 0 74 645 1156 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1590 191 1064 3108 0 74 645 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1590 191 1064 3108 0 74 645 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1590 191 1064 3108 0 74 645 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.21 1.79 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 381 3319 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.11 0.34 0.82 0.00 0.19 0.19 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.68 0.27 1.21 1.19 0.00 0.76 0.76 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 35.2 28.0 162.5 95.5 0.0 59.2 59.2 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 35.2 28.0 162.5 95.5 0.0 59.2 59.2 0.0 0.0 0.0 0.0 LOS by Move: A D+ C F F A E+ E+ A A A A HCM2k95thQ: 0 32 10 72 158 0 27 27 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-102 1 -4- *:- 0 737... 1 Critical V/C: 1.099 0 0 0 � Avg Crit Del (sec/veh): 89.3 � 0 0 1 Avg Delay (sec/veh): 86.2 0 0 LOS: F t Lanes: 0 0 3 0 1 Final Vol: 0... 1619 191 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 325 34 195 355 0 0 124 249 0 0 0 PasserByVol: 0 176 0 124 265 0 0 214 150 0 0 0 Initial Fut: 0 1619 191 1064 3108 0 74 737 1233 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1619 191 1064 3108 0 74 737 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1619 191 1064 3108 0 74 737 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1619 191 1064 3108 0 74 737 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.19 1.81 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 338 3362 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.11 0.34 0.82 0.00 0.22 0.22 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.69 0.27 1.21 1.19 0.00 0.86 0.86 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 35.5 28.0 162.5 95.5 0.0 65.4 65.4 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 35.5 28.0 162.5 95.5 0.0 65.4 65.4 0.0 0.0 0.0 0.0 LOS by Move: A D+ C F F A E E A A A A HCM2k95thQ: 0 32 10 72 158 0 31 31 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Sig nal=Protect/Rights=Ignore Final Vol: 0 3108"* 1064 Lanes: 0 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 74 0 0 0 Loss Time (sec): 9 1 -4- *:- 0 737... 1 Critical V/C: 1.099 0 0 0 � Avg Crit Del (sec/veh): 89.3 � 0 0 1 Avg Delay (sec/veh): 86.2 0 0 LOS: F t Lanes: 0 0 3 0 1 Final Vol: 0... 1619 191 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 325 34 195 355 0 0 124 249 0 0 0 PasserByVol: 0 176 0 124 265 0 0 214 150 0 0 0 Initial Fut: 0 1619 191 1064 3108 0 74 737 1233 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1619 191 1064 3108 0 74 737 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1619 191 1064 3108 0 74 737 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1619 191 1064 3108 0 74 737 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 0.19 1.81 1.00 0.00 0.00 0.00 Final Sat.: 0 5700 1750 3150 3800 0 338 3362 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.11 0.34 0.82 0.00 0.22 0.22 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.69 0.27 1.21 1.19 0.00 0.86 0.86 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 35.5 28.0 162.5 95.5 0.0 65.4 65.4 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 35.5 28.0 162.5 95.5 0.0 65.4 65.4 0.0 0.0 0.0 0.0 LOS by Move: A D+ C F F A E E A A A A HCM2k95thQ: 0 32 10 72 158 0 31 31 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-103 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #52: Lawrence Expressway/ Mitty Way Signal=Protect/Ri ghts=lg nore Final Vol: 0 3684*** 488 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.739 0 0 0 Avg Crit Del (sec/veh): 9.8 0 0 0 Avg Delay (sec/veh): 19.3 1 70*** LOS: 13- t* 3-t Lanes: 0 0 3 0 1 Final Vol: 0*"* 1552 120 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 72 72 56 131 131 0 0 0 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1049 120 467 2778 0 0 0 0 70 0 237 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1049 120 467 2778 0 0 0 0 70 0 237 Added Vol: 0 330 0 0 526 0 0 0 0 0 0 0 PasserByVol: 0 173 0 21 380 14 0 0 0 0 0 3 Initial Fut: 0 1552 120 488 3684 14 0 0 0 70 0 240 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1552 120 488 3684 0 0 0 0 70 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1552 120 488 3684 0 0 0 0 70 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1552 120 488 3684 0 0 0 0 70 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.07 0.28 0.66 0.00 0.00 0.00 0.00 0.04 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 73.7 93.7 57.3 131 0.0 0.0 0.0 0.0 20.0 0.0 0.0 Volume/Cap: 0.00 0.59 0.12 0.78 0.80 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Delay/Veh: 0.0 32.4 14.8 51.9 8.8 0.0 0.0 0.0 0.0 64.7 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.4 14.8 51.9 8.8 0.0 0.0 0.0 0.0 64.7 0.0 0.0 LOS by Move: A C- B D- A A A A A E A A HCM2k95thQ: 0 31 5 36 48 0 0 0 0 7 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-104 0 0 0 0 Critical V/C: 0.754 0 0 0 Avg Crit Del (sec/veh): 10.3 0 0 0 Avg Delay (sec/veh): 19.7 1 71*** LOS: 13- t* 3-t Lanes: 0 0 3 0 1 Final Vol: 0*** 1580 120 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 72 72 56 131 131 0 0 0 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1049 120 467 2778 0 0 0 0 70 0 237 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1049 120 467 2778 0 0 0 0 70 0 237 Added Vol: 0 358 0 4 599 0 0 0 0 1 0 1 PasserByVol: 0 173 0 21 380 14 0 0 0 0 0 3 Initial Fut: 0 1580 120 492 3757 14 0 0 0 71 0 241 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1580 120 492 3757 0 0 0 0 71 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1580 120 492 3757 0 0 0 0 71 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1580 120 492 3757 0 0 0 0 71 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.07 0.28 0.67 0.00 0.00 0.00 0.00 0.04 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 73.7 93.7 57.3 131 0.0 0.0 0.0 0.0 20.0 0.0 0.0 Volume/Cap: 0.00 0.60 0.12 0.78 0.82 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Delay/Veh: 0.0 32.6 14.8 52.3 9.2 0.0 0.0 0.0 0.0 64.7 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.6 14.8 52.3 9.2 0.0 0.0 0.0 0.0 64.7 0.0 0.0 LOS by Move: A C- B D- A A A A A E A A HCM2k95thQ: 0 32 5 36 51 0 0 0 0 7 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #52: Lawrence Expressway/ Mitty Way Signal=Protect/Ri ghts=lg nore Final Vol: 0 3757*** 492 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 0 0 1 0 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.754 0 0 0 Avg Crit Del (sec/veh): 10.3 0 0 0 Avg Delay (sec/veh): 19.7 1 71*** LOS: 13- t* 3-t Lanes: 0 0 3 0 1 Final Vol: 0*** 1580 120 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Mitty Way Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 72 72 56 131 131 0 0 0 20 20 20 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1049 120 467 2778 0 0 0 0 70 0 237 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1049 120 467 2778 0 0 0 0 70 0 237 Added Vol: 0 358 0 4 599 0 0 0 0 1 0 1 PasserByVol: 0 173 0 21 380 14 0 0 0 0 0 3 Initial Fut: 0 1580 120 492 3757 14 0 0 0 71 0 241 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1580 120 492 3757 0 0 0 0 71 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1580 120 492 3757 0 0 0 0 71 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1580 120 492 3757 0 0 0 0 71 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5600 0 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.07 0.28 0.67 0.00 0.00 0.00 0.00 0.04 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 73.7 93.7 57.3 131 0.0 0.0 0.0 0.0 20.0 0.0 0.0 Volume/Cap: 0.00 0.60 0.12 0.78 0.82 0.00 0.00 0.00 0.00 0.32 0.00 0.00 Delay/Veh: 0.0 32.6 14.8 52.3 9.2 0.0 0.0 0.0 0.0 64.7 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 32.6 14.8 52.3 9.2 0.0 0.0 0.0 0.0 64.7 0.0 0.0 LOS by Move: A C- B D- A A A A A E A A HCM2k95thQ: 0 32 5 36 51 0 0 0 0 7 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-105 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 533 2898*** 522 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 158 276 2 1 0 Loss Time (sec): 12 0 0 960*** 2 Critical V/C: 1.007 2 467 0 � Avg Crit Del (sec/veh): 132.7 � 0 531 1 Avg Delay (sec/veh): 94.5 1 153*** LOS: F t Lanes: 2 0 3 0 1 Final Vol: 258*** 1187 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 10 320 0 0 500 26 9 0 27 0 0 0 PasserByVol: 0 147 0 69 298 39 4 4 4 2 12 16 Initial Fut: 258 1187 143 522 2898 533 276 960 531 153 467 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 258 1187 143 522 2898 533 276 960 531 153 467 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 258 1187 143 522 2898 533 276 960 531 153 467 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 258 1187 143 522 2898 533 276 960 531 153 467 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.21 0.08 0.17 0.51 0.30 0.09 0.25 0.30 0.09 0.12 0.00 Crit Moves: **** **** **** **** Green Time: 19.0 56.9 73.9 27.1 65.0 83.3 18.3 45.0 64.0 17.0 43.7 0.0 Volume/Cap: 0.68 0.58 0.17 0.97 1.24 0.58 0.76 0.89 0.75 0.81 0.44 0.00 Delay/Veh: 71.6 38.6 19.9 95.3 163 33.3 76.5 63.1 44.6 91.8 47.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.6 38.6 19.9 95.3 163 33.3 76.5 63.1 44.6 91.8 47.4 0.0 LOS by Move: E D+ B- F F C- E- E D F D A HCM2k95thQ: 13 24 6 28 102 36 15 39 40 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-106 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 964*** 2 Critical V/C: 1.032 2 470 0 � Avg Crit Del (sec/veh): 141.8 � 0 602 1 Avg Delay (sec/veh): 99.9 1 153*** LOS: F t Lanes: 2 0 3 0 1 Final Vol: 290*** 1215 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 42 348 0 4 569 27 9 4 98 0 3 1 PasserByVol: 0 147 0 69 298 39 4 4 4 2 12 16 Initial Fut: 290 1215 143 526 2967 534 276 964 602 153 470 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 290 1215 143 526 2967 534 276 964 602 153 470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 290 1215 143 526 2967 534 276 964 602 153 470 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 290 1215 143 526 2967 534 276 964 602 153 470 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.21 0.08 0.17 0.52 0.31 0.09 0.25 0.34 0.09 0.12 0.00 Crit Moves: **** **** **** **** Green Time: 19.0 56.8 73.8 27.2 65.0 83.3 18.3 45.0 64.0 17.0 43.7 0.0 Volume/Cap: 0.77 0.59 0.18 0.97 1.27 0.58 0.76 0.89 0.85 0.81 0.45 0.00 Delay/Veh: 76.4 39.0 20.0 95.7 176 33.3 76.5 63.5 52.1 91.8 47.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.4 39.0 20.0 95.7 176 33.3 76.5 63.5 52.1 91.8 47.5 0.0 LOS by Move: E- D C+ F F C- E- E D- F D A HCM2k95thQ: 15 24 6 28 107 36 15 40 48 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 534 2967*** 526 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 158 276 2 1 0 0 Loss Time (sec): 12 0 964*** 2 Critical V/C: 1.032 2 470 0 � Avg Crit Del (sec/veh): 141.8 � 0 602 1 Avg Delay (sec/veh): 99.9 1 153*** LOS: F t Lanes: 2 0 3 0 1 Final Vol: 290*** 1215 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 42 348 0 4 569 27 9 4 98 0 3 1 PasserByVol: 0 147 0 69 298 39 4 4 4 2 12 16 Initial Fut: 290 1215 143 526 2967 534 276 964 602 153 470 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 290 1215 143 526 2967 534 276 964 602 153 470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 290 1215 143 526 2967 534 276 964 602 153 470 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 290 1215 143 526 2967 534 276 964 602 153 470 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.09 0.21 0.08 0.17 0.52 0.31 0.09 0.25 0.34 0.09 0.12 0.00 Crit Moves: **** **** **** **** Green Time: 19.0 56.8 73.8 27.2 65.0 83.3 18.3 45.0 64.0 17.0 43.7 0.0 Volume/Cap: 0.77 0.59 0.18 0.97 1.27 0.58 0.76 0.89 0.85 0.81 0.45 0.00 Delay/Veh: 76.4 39.0 20.0 95.7 176 33.3 76.5 63.5 52.1 91.8 47.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 76.4 39.0 20.0 95.7 176 33.3 76.5 63.5 52.1 91.8 47.5 0.0 LOS by Move: E- D C+ F F C- E- E D- F D A HCM2k95thQ: 15 24 6 28 107 36 15 40 48 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-107 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 13 2408"' 677 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 80 0 0 1 260 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.562 0 0 0 Avg Crit Del (sec/veh): 5.3 0 0 0 Avg Delay (sec/veh): 15.7 1 116`*` LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*"* 1370 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 331 0 0 527 0 0 0 0 0 0 0 PasserByVol: 0 139 0 36 250 13 0 0 0 0 0 1 Initial Fut: 0 1370 135 677 2408 13 0 0 0 116 0 260 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1370 135 677 2408 13 0 0 0 116 0 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1370 135 677 2408 13 0 0 0 116 0 260 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1370 135 677 2408 13 0 0 0 116 0 260 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 2.98 0.02 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5570 30 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.08 0.39 0.43 0.43 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.4 38.4 32.6 62.0 62.0 0.0 0.0 0.0 9.0 0.0 41.6 Volume/Cap: 0.00 0.65 0.16 0.95 0.56 0.56 0.00 0.00 0.00 0.59 0.00 0.29 Delay/Veh: 0.0 21.8 11.8 45.1 3.7 3.7 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 21.8 11.8 45.1 3.7 3.7 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A C+ B+ D A A A A A D+ A B+ HCM2k95thQ: 0 17 4 29 14 14 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-108 0 0 0 0 Critical V/C: 0.589 0 0 0 � Avg Crit Del (sec/veh): 5.4 � 0 0 0 Avg Delay (sec/veh): 15.9 1 116*** LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*** 1425 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 386 0 6 661 0 0 0 0 0 0 4 PasserByVol: 0 139 0 36 250 13 0 0 0 0 0 1 Initial Fut: 0 1425 135 683 2542 13 0 0 0 116 0 264 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1425 135 683 2542 13 0 0 0 116 0 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1425 135 683 2542 13 0 0 0 116 0 264 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1425 135 683 2542 13 0 0 0 116 0 264 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 2.98 0.02 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5571 28 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.08 0.39 0.46 0.46 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.3 38.3 32.7 62.0 62.0 0.0 0.0 0.0 9.0 0.0 41.7 Volume/Cap: 0.00 0.68 0.16 0.96 0.59 0.59 0.00 0.00 0.00 0.59 0.00 0.29 Delay/Veh: 0.0 22.4 11.9 46.1 3.9 3.9 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 22.4 11.9 46.1 3.9 3.9 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A C+ B+ D A A A A A D+ A B+ HCM2k95thQ: 0 18 4 29 15 15 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #54: Lawrence Expressway/ Doyle Road Signal=Protect/Ri ghts=l ncl ude Final Vol: 13 2542*** 683 Lanes: 0 0 3 0 1 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 80 0 0 1 264 Loss Time (sec): 9 0 0 0 0 Critical V/C: 0.589 0 0 0 � Avg Crit Del (sec/veh): 5.4 � 0 0 0 Avg Delay (sec/veh): 15.9 1 116*** LOS: B t Lanes: 0 0 3 0 1 Final Vol: 0*** 1425 135 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Doyle Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 28 28 31 62 62 0 0 0 9 9 9 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 0.0 0.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 900 135 641 1631 0 0 0 0 116 0 259 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 900 135 641 1631 0 0 0 0 116 0 259 Added Vol: 0 386 0 6 661 0 0 0 0 0 0 4 PasserByVol: 0 139 0 36 250 13 0 0 0 0 0 1 Initial Fut: 0 1425 135 683 2542 13 0 0 0 116 0 264 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1425 135 683 2542 13 0 0 0 116 0 264 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1425 135 683 2542 13 0 0 0 116 0 264 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 FinalVolume: 0 1425 135 683 2542 13 0 0 0 116 0 264 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 3.00 1.00 1.00 2.98 0.02 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 5700 1750 1750 5571 28 0 0 0 1750 0 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.08 0.39 0.46 0.46 0.00 0.00 0.00 0.07 0.00 0.15 Crit Moves: **** **** **** Green Time: 0.0 29.3 38.3 32.7 62.0 62.0 0.0 0.0 0.0 9.0 0.0 41.7 Volume/Cap: 0.00 0.68 0.16 0.96 0.59 0.59 0.00 0.00 0.00 0.59 0.00 0.29 Delay/Veh: 0.0 22.4 11.9 46.1 3.9 3.9 0.0 0.0 0.0 38.4 0.0 11.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 22.4 11.9 46.1 3.9 3.9 0.0 0.0 0.0 38.4 0.0 11.0 LOS by Move: A C+ B+ D A A A A A D+ A B+ HCM2k95thQ: 0 18 4 29 15 15 0 0 0 8 0 8 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paae 2-109 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 378 1726*** 393 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 317 2 1 211 Loss Time (sec): 12 0 0 704*** 2 Critical V/C: 0.677 2 573 0 Avg Crit Del (sec/veh): 51.6 0 401 1 Avg Delay (sec/veh): 48.2 1 153*** LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 900 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 331 0 0 527 0 0 0 0 0 0 0 PasserByVol: 0 135 0 19 225 19 1 0 0 0 4 2 Initial Fut: 161 900 94 393 1726 378 317 704 401 153 573 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 900 94 393 1726 378 317 704 401 153 573 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 900 94 393 1726 378 317 704 401 153 573 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 900 94 393 1726 378 317 704 401 153 573 211 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.16 0.05 0.12 0.30 0.22 0.10 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 44.3 65.3 33.7 58.0 88.0 30.0 49.0 69.0 21.0 40.0 73.7 Volume/Cap: 0.41 0.57 0.13 0.59 0.84 0.39 0.54 0.60 0.53 0.67 0.60 0.26 Delay/Veh: 65.2 50.2 29.7 58.4 49.8 20.9 59.7 48.2 34.3 73.4 54.1 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 50.2 29.7 58.4 49.8 20.9 59.7 48.2 34.3 73.4 54.1 26.6 LOS by Move: E D C E+ D C+ E+ D C- E D- C HCM2k95thQ: 9 23 6 19 43 20 16 25 27 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-110 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 704*** 2 Critical V/C: 0.703 2 573 0 Avg Crit Del (sec/veh): 54.3 0 401 1 Avg Delay (sec/veh): 49.7 1 153*** LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 955 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 386 0 0 661 0 0 0 0 0 0 0 PasserByVol: 0 135 0 19 225 19 1 0 0 0 4 2 Initial Fut: 161 955 94 393 1860 378 317 704 401 153 573 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 955 94 393 1860 378 317 704 401 153 573 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 955 94 393 1860 378 317 704 401 153 573 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 955 94 393 1860 378 317 704 401 153 573 211 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.17 0.05 0.12 0.33 0.22 0.10 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 44.3 65.3 33.7 58.0 88.0 30.0 49.0 69.0 21.0 40.0 73.7 Volume/Cap: 0.41 0.61 0.13 0.59 0.90 0.39 0.54 0.60 0.53 0.67 0.60 0.26 Delay/Veh: 65.2 51.0 29.7 58.4 54.1 20.9 59.7 48.2 34.3 73.4 54.1 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 51.0 29.7 58.4 54.1 20.9 59.7 48.2 34.3 73.4 54.1 26.6 LOS by Move: E D C E+ D- C+ E+ D C- E D- C HCM2k95thQ: 9 24 6 19 48 20 16 25 27 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #55: Lawrence Expressway / Prospect Road Sig nal=ProtecURights=Oved ap Final Vol: 378 1860*** 393 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 317 2 1 211 0 Loss Time (sec): 12 0 704*** 2 Critical V/C: 0.703 2 573 0 Avg Crit Del (sec/veh): 54.3 0 401 1 Avg Delay (sec/veh): 49.7 1 153*** LOS: D t Lanes: 2 0 3 0 1 Final Vol: 161*** 955 94 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Prospect Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 20 42 42 32 54 54 30 49 49 21 40 40 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 161 434 94 374 974 359 316 704 401 153 569 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 434 94 374 974 359 316 704 401 153 569 209 Added Vol: 0 386 0 0 661 0 0 0 0 0 0 0 PasserByVol: 0 135 0 19 225 19 1 0 0 0 4 2 Initial Fut: 161 955 94 393 1860 378 317 704 401 153 573 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 955 94 393 1860 378 317 704 401 153 573 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 955 94 393 1860 378 317 704 401 153 573 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 955 94 393 1860 378 317 704 401 153 573 211 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.05 0.17 0.05 0.12 0.33 0.22 0.10 0.19 0.23 0.09 0.15 0.12 Crit Moves: **** **** **** **** Green Time: 20.0 44.3 65.3 33.7 58.0 88.0 30.0 49.0 69.0 21.0 40.0 73.7 Volume/Cap: 0.41 0.61 0.13 0.59 0.90 0.39 0.54 0.60 0.53 0.67 0.60 0.26 Delay/Veh: 65.2 51.0 29.7 58.4 54.1 20.9 59.7 48.2 34.3 73.4 54.1 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 65.2 51.0 29.7 58.4 54.1 20.9 59.7 48.2 34.3 73.4 54.1 26.6 LOS by Move: E D C E+ D- C+ E+ D C- E D- C HCM2k95thQ: 9 24 6 19 48 20 16 25 27 16 23 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-111 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 736 1499*** 125 Lanes: 1 0 2 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 448 2 1 80 Loss Time (sec): 12 0 0 860*** 3 Critical V/C: 0.816 3 750 0 � Avg Crit Del (sec/veh): 72.0 � 0 21 1 Avg Delay (sec/veh): 56.0 1 306*** LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 108*** 734 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 331 0 0 527 0 0 0 0 0 0 0 PasserByVol: 27 68 0 2 102 175 143 42 0 40 31 0 Initial Fut: 108 734 238 125 1499 736 448 860 21 306 750 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 734 238 125 1499 736 448 860 21 306 750 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 734 238 125 1499 736 448 860 21 306 750 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 734 238 125 1499 736 448 860 21 306 750 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.13 0.14 0.04 0.39 0.42 0.14 0.15 0.01 0.17 0.13 0.05 Crit Moves: **** **** **** **** Green Time: 13.0 56.5 84.2 18.8 62.4 93.6 31.3 45.0 58.0 27.6 41.4 60.2 Volume/Cap: 0.42 0.36 0.26 0.34 1.01 0.72 0.73 0.54 0.03 1.01 0.51 0.12 Delay/Veh: 71.1 38.5 21.0 65.4 75.2 26.2 64.7 49.0 32.9 121.1 50.9 32.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.1 38.5 21.0 65.4 75.2 26.2 64.7 49.0 32.9 121.1 50.9 32.7 LOS by Move: E D+ C+ E E- C E D C- F D C- HCM2k95thQ: 7 16 13 7 68 45 21 20 1 36 19 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-112 0 0 860*** 3 Critical V/C: 0.831 3 750 0 � Avg Crit Del (sec/veh): 76.7 � 0 21 1 Avg Delay (sec/veh): 58.6 1 306*** LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 108*** 764 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 361 0 0 581 81 24 0 0 0 0 0 PasserByVol: 27 68 0 2 102 175 143 42 0 40 31 0 Initial Fut: 108 764 238 125 1553 817 472 860 21 306 750 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 764 238 125 1553 817 472 860 21 306 750 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 764 238 125 1553 817 472 860 21 306 750 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 764 238 125 1553 817 472 860 21 306 750 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.13 0.14 0.04 0.41 0.47 0.15 0.15 0.01 0.17 0.13 0.05 Crit Moves: **** **** **** **** Green Time: 13.0 57.0 84.0 19.0 63.0 94.0 31.0 45.0 58.0 27.0 41.0 60.0 Volume/Cap: 0.42 0.38 0.26 0.33 1.04 0.79 0.77 0.54 0.03 1.04 0.51 0.12 Delay/Veh: 71.1 38.4 21.0 65.2 82.2 29.9 67.3 49.0 32.9 128.6 51.3 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.1 38.4 21.0 65.2 82.2 29.9 67.3 49.0 32.9 128.6 51.3 32.8 LOS by Move: E D+ C+ E F C E D C- F D- C- HCM2k95thQ: 7 17 13 7 72 54 22 20 1 37 19 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #56: Lawrence Expressway / Saratoga Avenue Sig nal=ProtecURights=Oved ap Final Vol: 817 1553*** 125 Lanes: 1 0 2 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 160 472 2 1 80 Loss Time (sec): 12 0 0 860*** 3 Critical V/C: 0.831 3 750 0 � Avg Crit Del (sec/veh): 76.7 � 0 21 1 Avg Delay (sec/veh): 58.6 1 306*** LOS: E+ t Lanes: 2 0 3 0 1 Final Vol: 108*** 764 238 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 13 54 54 18 59 59 31 45 45 27 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 81 335 238 123 870 561 305 818 21 266 719 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 335 238 123 870 561 305 818 21 266 719 80 Added Vol: 0 361 0 0 581 81 24 0 0 0 0 0 PasserByVol: 27 68 0 2 102 175 143 42 0 40 31 0 Initial Fut: 108 764 238 125 1553 817 472 860 21 306 750 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 764 238 125 1553 817 472 860 21 306 750 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 764 238 125 1553 817 472 860 21 306 750 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 764 238 125 1553 817 472 860 21 306 750 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 3150 5700 1750 3150 3800 1750 3150 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.13 0.14 0.04 0.41 0.47 0.15 0.15 0.01 0.17 0.13 0.05 Crit Moves: **** **** **** **** Green Time: 13.0 57.0 84.0 19.0 63.0 94.0 31.0 45.0 58.0 27.0 41.0 60.0 Volume/Cap: 0.42 0.38 0.26 0.33 1.04 0.79 0.77 0.54 0.03 1.04 0.51 0.12 Delay/Veh: 71.1 38.4 21.0 65.2 82.2 29.9 67.3 49.0 32.9 128.6 51.3 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 71.1 38.4 21.0 65.2 82.2 29.9 67.3 49.0 32.9 128.6 51.3 32.8 LOS by Move: E D+ C+ E F C E D C- F D- C- HCM2k95thQ: 7 17 13 7 72 54 22 20 1 37 19 5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-113 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 135 1210*** 52 Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 168 0 0 53*** Loss Time (sec): 12 1 0 152*** 0 Critical V/C: 0.894 1! 124 1 Avg Crit Del (sec/veh): 50.2 0 251 0 Avg Delay (sec/veh): 39.7 1 219 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 194*** 1054 231 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 194 898 231 52 1005 135 168 152 251 219 124 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 194 898 231 52 1005 135 168 152 251 219 124 53 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 156 0 0 205 0 0 0 0 0 0 0 Initial Fut: 194 1054 231 52 1210 135 168 152 251 219 124 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 194 1054 231 52 1210 135 168 152 251 219 124 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 194 1054 231 52 1210 135 168 152 251 219 124 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 194 1054 231 52 1210 135 168 152 251 219 124 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.63 0.37 1.00 1.79 0.21 0.59 0.53 0.88 1.39 0.43 0.18 Final Sat.: 1750 3034 665 1750 3328 371 1059 958 1582 2419 757 324 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.35 0.35 0.03 0.36 0.36 0.16 0.16 0.16 0.09 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 13.6 49.3 49.3 9.0 44.7 44.7 19.5 19.5 33.1 20.1 20.1 20.1 Volume/Cap: 0.89 0.77 0.77 0.36 0.89 0.89 0.89 0.89 0.53 0.49 0.89 0.89 Delay/Veh: 81.5 28.0 28.0 49.3 37.7 37.7 59.3 59.3 32.4 40.8 64.0 64.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 81.5 28.0 28.0 49.3 37.7 37.7 59.3 59.3 32.4 40.8 64.0 64.0 LOS by Move: F C C D D+ D+ E+ E+ C- D E E HCM2k95thQ: 15 33 33 3 34 34 24 24 16 11 24 24 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-114 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #57: Saratoga Avenue / Cox Avenue Signal=Protect/Ri ghts=l ncl ude Final Vol: 135 1291*** 52 Lanes: 0 1 1 0 1 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 168 0 0 53*** Loss Time (sec): 12 1 0 152*** 0 Critical V/C: 0.919 1! 124 1 Avg Crit Del (sec/veh): 52.9 0 251 0 Avg Delay (sec/veh): 40.9 1 219 LOS: D t Lanes: 1 0 1 1 0 Final Vol: 194*** 1078 231 Signal=Protect/Ri ghts=l ncl ude Street Name: Saratoga Avenue Cox Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 194 898 231 52 1005 135 168 152 251 219 124 53 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 194 898 231 52 1005 135 168 152 251 219 124 53 Added Vol: 0 24 0 0 81 0 0 0 0 0 0 0 PasserByVol: 0 156 0 0 205 0 0 0 0 0 0 0 Initial Fut: 194 1078 231 52 1291 135 168 152 251 219 124 53 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 194 1078 231 52 1291 135 168 152 251 219 124 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 194 1078 231 52 1291 135 168 152 251 219 124 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 194 1078 231 52 1291 135 168 152 251 219 124 53 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Lanes: 1.00 1.64 0.36 1.00 1.81 0.19 0.59 0.53 0.88 1.39 0.43 0.18 Final Sat.: 1750 3047 653 1750 3349 350 1059 958 1582 2419 757 324 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.35 0.35 0.03 0.39 0.39 0.16 0.16 0.16 0.09 0.16 0.16 Crit Moves: **** **** **** **** Green Time: 13.3 50.4 50.4 9.1 46.1 46.1 19.0 19.0 32.3 19.6 19.6 19.6 Volume/Cap: 0.92 0.77 0.77 0.36 0.92 0.92 0.92 0.92 0.54 0.51 0.92 0.92 Delay/Veh: 87.9 27.3 27.3 49.3 39.3 39.3 63.6 63.6 33.2 41.4 69.0 69.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.9 27.3 27.3 49.3 39.3 39.3 63.6 63.6 33.2 41.4 69.0 69.0 LOS by Move: F C C D D D E E C- D E E HCM2k95thQ: 16 33 33 3 37 37 24 24 17 11 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-115 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #58: SR -85 (North) / Saratoga Avenue Signal=Spl it/Rights=l nd u d e Final Vol: 3 0 0 Lanes: 0 0 0 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 110 232*** 2 0 271 Loss Time (sec): 9 0 1 653 2 Critical V/C: 0.709 2 1307*** 0 Avg Crit Del (sec/veh): 30.3 0 0 0 Avg Delay (sec/veh): 27.5 0 0 LOS: C t Lanes: 1 0 1! 0 1 Final Vol: 566 0 824*** Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 566 0 742 0 0 0 232 578 0 0 1146 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 566 0 742 0 0 0 232 578 0 0 1146 255 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 82 0 0 3 0 75 0 0 161 16 Initial Fut: 566 0 824 0 0 3 232 653 0 0 1307 271 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 566 0 824 0 0 3 232 653 0 0 1307 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 566 0 824 0 0 3 232 653 0 0 1307 271 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 566 0 824 0 0 3 232 653 0 0 1307 271 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 1.41 0.00 1.59 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.47 0.53 Final Sat.: 2463 0 2787 0 0 0 3150 3800 0 0 4637 961 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.30 0.00 0.00 xxxx 0.07 0.17 0.00 0.00 0.28 0.28 Crit Moves: **** **** **** Green Time: 45.9 0.0 45.9 0.0 0.0 0.0 11.4 55.1 0.0 0.0 43.7 43.7 Volume/Cap: 0.55 0.00 0.71 0.00 0.00 xxxx 0.71 0.34 0.00 0.00 0.71 0.71 Delay/Veh: 24.5 0.0 27.8 0.0 0.0 0.0 54.7 16.6 0.0 0.0 28.9 28.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 24.5 0.0 27.8 0.0 0.0 0.0 54.7 16.6 0.0 0.0 28.9 28.9 LOS by Move: C A C A A A D- B A A C C HCM2k95thQ: 21 0 29 0 0 0 9 12 0 0 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-116 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #58: SR -85 (North) / Saratoga Avenue Signal=Spl it/Rights=l ncl u d e Final Vol: 3 0 0 Lanes: 0 0 4 0 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 110 232*** 2 0 271 Loss Time (sec): 9 0 1 666 2 Critical V/C: 0.729 2 1388*** 0 Avg Crit Del (sec/veh): 30.7 0 0 0 Avg Delay (sec/veh): 27.7 0 0 LOS: C t Lanes: 1 0 1! 0 1 Final Vol: 566 0 835*** Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (North) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 0 0 0 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 566 0 742 0 0 0 232 578 0 0 1146 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 566 0 742 0 0 0 232 578 0 0 1146 255 Added Vol: 0 0 11 0 0 0 0 13 0 0 81 0 PasserByVol: 0 0 82 0 0 3 0 75 0 0 161 16 Initial Fut: 566 0 835 0 0 3 232 666 0 0 1388 271 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 566 0 835 0 0 3 232 666 0 0 1388 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 566 0 835 0 0 3 232 666 0 0 1388 271 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 566 0 835 0 0 3 232 666 0 0 1388 271 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 0.92 0.99 0.95 Lanes: 1.40 0.00 1.60 0.00 0.00 0.00 2.00 2.00 0.00 0.00 2.49 0.51 Final Sat.: 2457 0 2793 0 0 0 3150 3800 0 0 4684 915 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.30 0.00 0.00 xxxx 0.07 0.18 0.00 0.00 0.30 0.30 Crit Moves: **** **** **** Green Time: 45.1 0.0 45.1 0.0 0.0 0.0 11.1 55.9 0.0 0.0 44.7 44.7 Volume/Cap: 0.56 0.00 0.73 0.00 0.00 xxxx 0.73 0.35 0.00 0.00 0.73 0.73 Delay/Veh: 25.1 0.0 28.7 0.0 0.0 0.0 56.2 16.3 0.0 0.0 28.7 28.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 25.1 0.0 28.7 0.0 0.0 0.0 56.2 16.3 0.0 0.0 28.7 28.7 LOS by Move: C A C A A A E+ B A A C C HCM2k95thQ: 21 0 30 0 0 0 9 12 0 0 26 26 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-117 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l nd u d e Final Vol: 156 0 202 - Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 0 683 2 Critical V/C: 0.568 2 1134 1 Avg Crit Del (sec/veh): 28.9 0 348"` 0 Avg Delay (sec/veh): 19.9 2 776`*` LOS: t3 - Lanes: 0 0 0 0 0 Final Vol: 0 1 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 1 0 34 0 0 0 38 0 157 30 0 Initial Fut: 0 1 0 202 0 156 0 683 348 776 1134 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1 0 202 0 156 0 683 348 776 1134 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1 0 202 0 156 0 683 348 776 1134 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1 0 202 0 156 0 683 348 776 1134 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.92 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.56 0.00 1.44 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2737 0 2513 0 3800 1750 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 xxxx 0.00 0.07 0.00 0.06 0.00 0.18 0.20 0.25 0.30 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.6 0.0 13.6 0.0 36.8 36.8 45.6 82.4 0.0 Volume/Cap: 0.00 xxxx 0.00 0.57 0.00 0.48 0.00 0.51 0.57 0.57 0.38 0.00 Delay/Veh: 0.0 0.0 0.0 44.1 0.0 42.9 0.0 27.2 28.1 22.9 3.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 44.1 0.0 42.9 0.0 27.2 28.1 22.9 3.6 0.0 LOS by Move: A A A D A D A C C C+ A A HCM2k95thQ: 0 0 0 10 0 8 0 17 19 20 11 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-118 0 0 696 2 Critical V/C: 0.582 2 1157 1 � Avg Crit Del (sec/veh): 29.1 � 0 348`"` 0 Avg Delay (sec/veh): 20.2 2 834`*` LOS: C+ Lanes: 0 0 0 0 0 Final Vol: 0 1 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 13 0 58 23 0 PasserByVol: 0 1 0 34 0 0 0 38 0 157 30 0 Initial Fut: 0 1 0 202 0 156 0 696 348 834 1157 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1 0 202 0 156 0 696 348 834 1157 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1 0 202 0 156 0 696 348 834 1157 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1 0 202 0 156 0 696 348 834 1157 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.56 0.00 1.44 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2737 0 2513 0 3800 1800 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 xxxx 0.00 0.07 0.00 0.06 0.00 0.18 0.19 0.26 0.30 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.3 0.0 13.3 0.0 34.9 34.9 47.8 82.7 0.0 Volume/Cap: 0.00 xxxx 0.00 0.58 0.00 0.49 0.00 0.55 0.58 0.58 0.39 0.00 Delay/Veh: 0.0 0.0 0.0 44.6 0.0 43.2 0.0 29.0 29.5 21.8 3.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 44.6 0.0 43.2 0.0 29.0 29.5 21.8 3.5 0.0 LOS by Move: A A A D A D A C C C+ A A HCM2k95thQ: 0 0 0 10 0 8 0 18 19 21 11 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #59: SR -85 (South) / Saratoga Avenue Signal=Spl it/Rights=l ncl u d e Final Vol: 156 0 202 - Lanes: 1 0 1! 0 1 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 105 0 0 0 0 Loss Time (sec): 9 0 0 696 2 Critical V/C: 0.582 2 1157 1 � Avg Crit Del (sec/veh): 29.1 � 0 348`"` 0 Avg Delay (sec/veh): 20.2 2 834`*` LOS: C+ Lanes: 0 0 0 0 0 Final Vol: 0 1 0 Signal=Spl it/Rights=l nd u d e Street Name: SR -85 (South) Saratoga Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 168 0 156 0 645 348 619 1104 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 168 0 156 0 645 348 619 1104 0 Added Vol: 0 0 0 0 0 0 0 13 0 58 23 0 PasserByVol: 0 1 0 34 0 0 0 38 0 157 30 0 Initial Fut: 0 1 0 202 0 156 0 696 348 834 1157 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1 0 202 0 156 0 696 348 834 1157 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1 0 202 0 156 0 696 348 834 1157 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1 0 202 0 156 0 696 348 834 1157 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.92 1.00 0.95 0.83 1.00 0.92 Lanes: 0.00 0.00 0.00 1.56 0.00 1.44 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 2737 0 2513 0 3800 1800 3150 3800 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 xxxx 0.00 0.07 0.00 0.06 0.00 0.18 0.19 0.26 0.30 0.00 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 13.3 0.0 13.3 0.0 34.9 34.9 47.8 82.7 0.0 Volume/Cap: 0.00 xxxx 0.00 0.58 0.00 0.49 0.00 0.55 0.58 0.58 0.39 0.00 Delay/Veh: 0.0 0.0 0.0 44.6 0.0 43.2 0.0 29.0 29.5 21.8 3.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 44.6 0.0 43.2 0.0 29.0 29.5 21.8 3.5 0.0 LOS by Move: A A A D A D A C C C+ A A HCM2k95thQ: 0 0 0 10 0 8 0 18 19 21 11 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-119 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 72 0 75*** Lanes: 1 0 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 81 1 0 46 Loss Time (sec): 12 0 1 1872*** 2 Critical V/C: 0.722 2 1103 1 7;11 Avg Crit Del (sec/veh): 66.0 0 42 0 Avg Delay (sec/veh): 58.4 1 83*** LOS: E+ t Lanes: 0 0 1! 0 0 Final Vol: 231*** 0 160 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 15 35 35 10 30 30 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 0.0 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module:5:15:00 PM Base Vol: 215 0 149 66 0 67 73 1398 37 77 707 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 0 149 66 0 67 73 1398 37 77 707 23 Added Vol: 0 0 0 0 0 0 0 272 0 0 213 0 PasserByVol: 0 0 0 4 0 0 2 71 2 0 106 20 Initial Fut: 215 0 149 70 0 67 75 1741 39 77 1026 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 231 0 160 75 0 72 81 1872 42 83 1103 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 0 160 75 0 72 81 1872 42 83 1103 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 231 0 160 75 0 72 81 1872 42 83 1103 46 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.59 0.00 0.41 1.00 0.00 1.00 1.00 2.93 0.07 1.00 2.87 0.13 Final Sat.: 1034 0 716 1750 0 1750 1750 5477 123 1750 5374 225 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.22 0.04 0.00 0.04 0.05 0.34 0.34 0.05 0.21 0.21 Crit Moves: **** **** **** **** Green Time: 32.0 0.0 32.0 32.0 0.0 50.0 18.0 44.0 44.0 10.0 36.0 36.0 Volume/Cap: 0.91 0.00 0.91 0.17 0.00 0.11 0.33 1.01 1.01 0.62 0.74 0.74 Delay/Veh: 70.4 0.0 70.4 38.8 0.0 25.7 51.4 66.1 66.1 66.4 44.7 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.4 0.0 70.4 38.8 0.0 25.7 51.4 66.1 66.1 66.4 44.7 44.7 LOS by Move: E A E D+ A C D- E E E D D HCM2k95thQ: 34 0 34 5 0 4 6 48 48 7 25 25 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-120 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #60: Cabot Avenue -Loma Linda Drive / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=Oved ap Final Vol: 76 0 75*** Lanes: 1 0 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 86 1 0 46 Loss Time (sec): 12 0 1 1978*** 2 Critical V/C: 0.743 2 1177 1 7;11 Avg Crit Del (sec/veh): 79.9 0 42 0 Avg Delay (sec/veh): 67.9 1 83*** LOS: E t Lanes: 0 0 1! 0 0 Final Vol: 231*** 0 160 Signal=Spl it/Rights=l nd u d e Street Name: Cabot Avenue -Loma Linda Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 32 32 32 32 32 32 15 35 35 10 30 30 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 4.5 6.4 6.4 0.0 6.4 6.4 ---------------------------II---------------II---------------II---------------I Volume Module:5:15:00 PM Base Vol: 215 0 149 66 0 67 73 1398 37 77 707 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 0 149 66 0 67 73 1398 37 77 707 23 Added Vol: 0 0 0 0 0 4 5 371 0 0 282 0 PasserByVol: 0 0 0 4 0 0 2 71 2 0 106 20 Initial Fut: 215 0 149 70 0 71 80 1840 39 77 1095 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 231 0 160 75 0 76 86 1978 42 83 1177 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 0 160 75 0 76 86 1978 42 83 1177 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 231 0 160 75 0 76 86 1978 42 83 1177 46 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 1.00 0.92 0.92 0.98 0.95 0.92 0.98 0.95 Lanes: 0.59 0.00 0.41 1.00 0.00 1.00 1.00 2.94 0.06 1.00 2.88 0.12 Final Sat.: 1034 0 716 1750 0 1750 1750 5484 116 1750 5388 212 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.22 0.04 0.00 0.04 0.05 0.36 0.36 0.05 0.22 0.22 Crit Moves: **** **** **** **** Green Time: 32.0 0.0 32.0 32.0 0.0 50.0 18.0 44.0 44.0 10.0 36.0 36.0 Volume/Cap: 0.91 0.00 0.91 0.17 0.00 0.11 0.36 1.07 1.07 0.62 0.79 0.79 Delay/Veh: 70.4 0.0 70.4 38.8 0.0 25.8 51.6 83.9 83.9 66.4 46.3 46.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 70.4 0.0 70.4 38.8 0.0 25.8 51.6 83.9 83.9 66.4 46.3 46.3 LOS by Move: E A E D+ A C D- F F E D D HCM2k95thQ: 34 0 34 5 0 4 6 54 54 7 27 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-121 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 81 100*** 28 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 62 1 0 46 Loss Time (sec): 9 0 1 1774*** 2 Critical V/C: 0.540 2 984 1 Avg Crit Del (sec/veh): 24.9 0 212 0 Avg Delay (sec/veh): 24.1 1 49*** LOS: C t Lanes: 0 0 1! 0 0 Final Vol: 115 26 35 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 10 0 0 0 0 10 14 244 14 0 193 0 PasserByVol: 3 0 4 2 0 2 6 62 5 12 100 14 Initial Fut: 112 25 34 27 97 79 60 1721 206 48 954 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 115 26 35 28 100 81 62 1774 212 49 984 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 26 35 28 100 81 62 1774 212 49 984 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 115 26 35 28 100 81 62 1774 212 49 984 46 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.65 0.15 0.20 0.13 0.48 0.39 1.00 2.67 0.33 1.00 2.86 0.14 Final Sat.: 1146 256 348 233 836 681 1750 5001 599 1750 5347 252 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.12 0.12 0.12 0.04 0.35 0.35 0.03 0.18 0.18 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.35 0.35 0.35 0.42 0.42 0.42 0.28 0.67 0.67 0.25 0.35 0.35 Delay/Veh: 37.4 37.4 37.4 38.4 38.4 38.4 52.2 22.8 22.8 53.0 18.4 18.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.4 37.4 37.4 38.4 38.4 38.4 52.2 22.8 22.8 53.0 18.4 18.4 LOS by Move: D+ D+ D+ D+ D+ D+ D- C+ C+ D- B- B- HCM2k95thQ: 12 12 12 14 14 14 4 31 31 4 15 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-122 0 1 1865*** 2 Critical V/C: 0.563 2 1044 1 Avg Crit Del (sec/veh): 25.6 0 221 0 Avg Delay (sec/veh): 24.6 1 49*** LOS: C t Lanes: 0 0 1! 0 0 Final Vol: 120 26 35 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 14 0 0 0 0 16 17 332 22 0 252 0 PasserByVol: 3 0 4 2 0 2 6 62 5 12 100 14 Initial Fut: 116 25 34 27 97 85 63 1809 214 48 1013 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 120 26 35 28 100 88 65 1865 221 49 1044 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 26 35 28 100 88 65 1865 221 49 1044 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 26 35 28 100 88 65 1865 221 49 1044 46 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.67 0.14 0.19 0.13 0.46 0.41 1.00 2.67 0.33 1.00 2.87 0.13 Final Sat.: 1160 250 340 226 812 712 1750 5007 592 1750 5361 238 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.12 0.12 0.12 0.04 0.37 0.37 0.03 0.19 0.19 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.36 0.36 0.36 0.43 0.43 0.43 0.29 0.70 0.70 0.25 0.37 0.37 Delay/Veh: 37.5 37.5 37.5 38.5 38.5 38.5 52.3 23.6 23.6 53.0 18.7 18.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.5 37.5 37.5 38.5 38.5 38.5 52.3 23.6 23.6 53.0 18.7 18.7 LOS by Move: D+ D+ D+ D+ D+ D+ D- C C D- B- B- HCM2k95thQ: 12 12 12 14 14 14 5 33 33 4 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #61: Cronin Drive/Albany Drive / Stevens Creek Boulevard Sig nal=Permit/Rights=l ncl u d e Final Vol: 88 100*** 28 Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 130 65 1 0 46 Loss Time (sec): 9 0 1 1865*** 2 Critical V/C: 0.563 2 1044 1 Avg Crit Del (sec/veh): 25.6 0 221 0 Avg Delay (sec/veh): 24.6 1 49*** LOS: C t Lanes: 0 0 1! 0 0 Final Vol: 120 26 35 Sig nal=Permit/Rights=l nd u d e Street Name: Cronin Drive/Albany Drive Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 37 37 37 37 37 37 15 62 62 15 62 62 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.0 5.9 5.9 5.0 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 99 25 30 25 97 67 40 1415 187 36 661 31 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 25 30 25 97 67 40 1415 187 36 661 31 Added Vol: 14 0 0 0 0 16 17 332 22 0 252 0 PasserByVol: 3 0 4 2 0 2 6 62 5 12 100 14 Initial Fut: 116 25 34 27 97 85 63 1809 214 48 1013 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 120 26 35 28 100 88 65 1865 221 49 1044 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 26 35 28 100 88 65 1865 221 49 1044 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 120 26 35 28 100 88 65 1865 221 49 1044 46 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.99 0.95 0.92 0.98 0.95 Lanes: 0.67 0.14 0.19 0.13 0.46 0.41 1.00 2.67 0.33 1.00 2.87 0.13 Final Sat.: 1160 250 340 226 812 712 1750 5007 592 1750 5361 238 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 0.10 0.12 0.12 0.12 0.04 0.37 0.37 0.03 0.19 0.19 Crit Moves: **** **** **** Green Time: 37.0 37.0 37.0 37.0 37.0 37.0 16.4 69.0 69.0 15.0 67.6 67.6 Volume/Cap: 0.36 0.36 0.36 0.43 0.43 0.43 0.29 0.70 0.70 0.25 0.37 0.37 Delay/Veh: 37.5 37.5 37.5 38.5 38.5 38.5 52.3 23.6 23.6 53.0 18.7 18.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 37.5 37.5 37.5 38.5 38.5 38.5 52.3 23.6 23.6 53.0 18.7 18.7 LOS by Move: D+ D+ D+ D+ D+ D+ D- C C D- B- B- HCM2k95thQ: 12 12 12 14 14 14 5 33 33 4 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-123 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 61 0 68*** Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 130 90*** 1 0 80 Loss Time (sec): 9 0 1 1776 2 Critical V/C: 0.337 2 973*** 1 Avg Crit Del (sec/veh): 22.8 0 11 0 Avg Delay(sec/veh): 21.7 1 32 LOS: C+ 4t t t Lanes: 0 0 1! 0 0 Final Vol: 9 3 9 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 15 64 64 14 64 64 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 7 3 5 65 0 58 82 1441 9 15 642 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 3 5 65 0 58 82 1441 9 15 642 60 Added Vol: 0 0 0 0 0 0 0 244 0 0 193 0 PasserByVol: 2 0 4 2 0 2 6 55 2 16 119 18 Initial Fut: 9 3 9 67 0 60 88 1740 11 31 954 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 9 3 9 68 0 61 90 1776 11 32 973 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 9 3 9 68 0 61 90 1776 11 32 973 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 9 3 9 68 0 61 90 1776 11 32 973 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.43 0.14 0.43 0.53 0.00 0.47 1.00 2.98 0.02 1.00 2.76 0.24 Final Sat.: 750 250 750 923 0 827 1750 5565 35 1750 5176 423 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.01 0.01 0.01 0.07 0.00 0.07 0.05 0.32 0.32 0.02 0.19 0.19 Crit Moves: **** **** **** Green Time: 35.0 35.0 35.0 35.0 0.0 35.0 18.4 70.6 70.6 15.4 67.6 67.6 Volume/Cap: 0.05 0.05 0.05 0.28 0.00 0.28 0.36 0.59 0.59 0.15 0.36 0.36 Delay/Veh: 35.2 35.2 35.2 37.8 0.0 37.8 51.4 20.3 20.3 51.8 18.5 18.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.2 35.2 35.2 37.8 0.0 37.8 51.4 20.3 20.3 51.8 18.5 18.5 LOS by Move: D+ D+ D+ D+ A D+ D- C+ C+ D- B- B- HCM2k95thQ: 1 1 1 9 0 9 7 27 27 2 15 15 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-124 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #62: Woodhams Road / Stevens Creek Boulevard Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Permit/Rights=l ncl u d e Final Vol: 72 0 68*** Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 130 106*** 1 0 80 Loss Time (sec): 9 0 1 1834 2 Critical V/C: 0.361 2 1010*** 1 � Avg Crit Del (sec/veh): 24.2 � 0 28 0 Avg Delay (sec/veh): 22.6 1 32 LOS: C+ t Lanes: 0 0 1! 0 0 Final Vol: 22 3 9 Sig nal=Permit/Rights=l nd u d e Street Name: Woodhams Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 35 35 35 35 35 35 15 64 64 14 64 64 Y+R: 5.1 5.1 5.1 5.1 5.1 5.1 5.5 5.9 5.9 5.5 5.9 5.9 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 7 3 5 65 0 58 82 1441 9 15 642 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 7 3 5 65 0 58 82 1441 9 15 642 60 Added Vol: 13 0 0 0 0 11 16 301 16 0 229 0 PasserByVol: 2 0 4 2 0 2 6 55 2 16 119 18 Initial Fut: 22 3 9 67 0 71 104 1797 27 31 990 78 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 22 3 9 68 0 72 106 1834 28 32 1010 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 3 9 68 0 72 106 1834 28 32 1010 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 3 9 68 0 72 106 1834 28 32 1010 80 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.98 0.95 0.92 0.99 0.95 Lanes: 0.65 0.09 0.26 0.49 0.00 0.51 1.00 2.95 0.05 1.00 2.77 0.23 Final Sat.: 1132 154 463 850 0 900 1750 5517 83 1750 5190 409 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.08 0.00 0.08 0.06 0.33 0.33 0.02 0.19 0.19 Crit Moves: **** **** **** Green Time: 35.0 35.0 35.0 35.0 0.0 35.0 20.4 70.6 70.6 15.4 65.6 65.6 Volume/Cap: 0.07 0.07 0.07 0.30 0.00 0.30 0.39 0.61 0.61 0.15 0.39 0.39 Delay/Veh: 35.5 35.5 35.5 38.1 0.0 38.1 50.1 20.7 20.7 51.8 19.9 19.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.5 35.5 35.5 38.1 0.0 38.1 50.1 20.7 20.7 51.8 19.9 19.9 LOS by Move: D+ D+ D+ D+ A D+ D C+ C+ D- B- B- HCM2k95thQ: 2 2 2 9 0 9 8 29 29 2 16 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-125 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 142*** 365 248 Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 191 1 1 197 Loss Time (sec): 12 0 0 1501*** 3 Critical V/C: 0.601 3 863 0 Avg Crit Del (sec/veh): 37.8 0 216 1 Avg Delay (sec/veh): 36.0 1 69*** LOS: D+ t Lanes: 1 1 0 1 0 Final Vol: 113 323*** 61 Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 0 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 111 323 61 234 365 141 190 1200 214 65 521 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 323 61 234 365 141 190 1200 214 65 521 151 Added Vol: 0 0 0 0 0 0 0 244 0 0 193 0 PasserByVol: 2 0 0 14 0 1 1 57 2 4 149 46 Initial Fut: 113 323 61 248 365 142 191 1501 216 69 863 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 113 323 61 248 365 142 191 1501 216 69 863 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 113 323 61 248 365 142 191 1501 216 69 863 197 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 113 323 61 248 365 142 191 1501 216 69 863 197 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.67 0.33 1.02 1.41 0.57 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3112 588 1789 2633 1024 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.10 0.14 0.14 0.14 0.11 0.26 0.12 0.04 0.15 0.11 Crit Moves **** **** **** **** Green Time: 22.5 22.5 22.5 30.0 30.0 30.0 27.5 57.0 79.5 8.5 38.1 68.1 Volume/Cap: 0.37 0.60 0.60 0.60 0.60 0.60 0.52 0.60 0.20 0.60 0.52 0.21 Delay/Veh: 47.7 50.9 50.9 45.5 45.5 45.5 46.7 28.2 11.3 67.6 38.6 16.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.7 50.9 50.9 45.5 45.5 45.5 46.7 28.2 11.3 67.6 38.6 16.7 LOS by Move: D D D D D D D C B+ E D+ B HCM2k95thQ: 9 15 15 18 18 18 13 26 8 8 18 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-126 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #63: Kiely Boulevard / Stevens Creek Boulevard Signal=Split/Rights=l nclude Final Vol: 151 365 248*** Lanes: 0 1 0 1 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 130 204 1 1 197 Loss Time (sec): 12 0 0 1532*** 3 Critical V/C: 0.608 3 881 0 Avg Crit Del (sec/veh): 37.8 0 229 1 Avg Delay (sec/veh): 36.1 1 69*** LOS: D+ t Lanes: 1 1 0 1 0 Final Vol: 122 323*** 61 Signal=Spl it/Rights=l nd u d e Street Name: Kiely Boulevard Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 0 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 111 323 61 234 365 141 190 1200 214 65 521 151 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 323 61 234 365 141 190 1200 214 65 521 151 Added Vol: 9 0 0 0 0 9 13 275 13 0 211 0 PasserByVol: 2 0 0 14 0 1 1 57 2 4 149 46 Initial Fut: 122 323 61 248 365 151 204 1532 229 69 881 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 122 323 61 248 365 151 204 1532 229 69 881 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 323 61 248 365 151 204 1532 229 69 881 197 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 122 323 61 248 365 151 204 1532 229 69 881 197 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.98 0.95 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 1.00 1.67 0.33 1.01 1.39 0.60 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1750 3112 588 1768 2603 1077 1750 5700 1750 1750 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.10 0.10 0.14 0.14 0.14 0.12 0.27 0.13 0.04 0.15 0.11 Crit Moves **** **** **** **** Green Time: 22.2 22.2 22.2 30.0 30.0 30.0 28.3 57.4 79.6 8.4 37.5 67.5 Volume/Cap: 0.41 0.61 0.61 0.61 0.61 0.61 0.54 0.61 0.21 0.61 0.54 0.22 Delay/Veh: 48.3 51.2 51.2 45.6 45.6 45.6 46.5 28.1 11.3 68.4 39.2 17.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 48.3 51.2 51.2 45.6 45.6 45.6 46.5 28.1 11.3 68.4 39.2 17.0 LOS by Move: D D- D- D D D D C B+ E D B HCM2k95thQ: 10 15 15 19 19 19 14 26 8 8 18 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-127 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l nd u d e Final Vol: 83 0 69*** Lanes: 0 0 1! 0 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 80 83*** 1 1 38 Loss Time (sec): 9 0 0 404 2 Critical V/C: 0.354 2 685*** 0 Avg Crit Del (sec/veh): 16.0 0 0 0 Avg Delay (sec/veh): 16.4 1 25 LOS: B t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 8 0 0 33 0 0 0 0 8 PasserByVol: 0 0 0 0 0 0 0 124 0 0 216 0 Initial Fut: 0 0 0 69 0 83 83 404 0 25 685 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 69 0 83 83 404 0 25 685 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 69 0 83 83 404 0 25 685 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 69 0 83 83 404 0 25 685 38 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.45 0.00 0.55 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 794 0 956 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.09 0.00 0.09 0.05 0.11 0.00 0.01 0.18 0.02 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 19.6 0.0 19.6 10.7 30.2 0.0 21.2 40.7 40.7 Volume/Cap: 0.00 0.00 0.00 0.35 0.00 0.35 0.35 0.28 0.00 0.05 0.35 0.04 Delay/Veh: 0.0 0.0 0.0 25.5 0.0 25.5 32.4 17.4 0.0 22.0 11.9 9.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 25.5 0.0 25.5 32.4 17.4 0.0 22.0 11.9 9.9 LOS by Move: A A A C A C C- B A C+ B+ A HCM2k95thQ: 0 0 0 7 0 7 4 7 0 1 9 1 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-128 0 0 440 2 Critical V/C: 0.785 2 722*** 0 Avg Crit Del (sec/veh): 31.8 0 0 0 Avg Delay (sec/veh): 29.6 1 25 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 184 0 208 300 36 0 0 37 117 PasserByVol: 0 0 0 0 0 0 0 124 0 0 216 0 Initial Fut: 0 0 0 245 0 291 350 440 0 25 722 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 245 0 291 350 440 0 25 722 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 245 0 291 350 440 0 25 722 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 245 0 291 350 440 0 25 722 147 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.46 0.00 0.54 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 800 0 950 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.31 0.00 0.31 0.20 0.12 0.00 0.01 0.19 0.08 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 31.2 0.0 31.2 20.4 23.4 0.0 16.4 19.4 19.4 Volume/Cap: 0.00 0.00 0.00 0.78 0.00 0.78 0.78 0.40 0.00 0.07 0.78 0.35 Delay/Veh: 0.0 0.0 0.0 27.4 0.0 27.4 36.6 22.9 0.0 25.8 32.8 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 27.4 0.0 27.4 36.6 22.9 0.0 25.8 32.8 25.6 LOS by Move: A A A C A C D+ C+ A C C- C HCM2k95thQ: 0 0 0 26 0 26 17 8 0 1 16 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #64: Perimeter Road / Vallco Parkway Signal=Spl it/Rights=l ncl u d e Final Vol: 291*** 0 245 Lanes: 0 0 1! 0 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=lndude Lanes: Final Vol: Cycle Time (sec): 80 350*** 1 1 147 Loss Time (sec): 9 0 0 440 2 Critical V/C: 0.785 2 722*** 0 Avg Crit Del (sec/veh): 31.8 0 0 0 Avg Delay (sec/veh): 29.6 1 25 LOS: C t Lanes: 0 0 0 0 0 Final Vol: 0 0 0 Signal=Spl it/Rights=l nd u d e Street Name: Perimeter Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 0 0 10 10 10 7 10 0 7 10 10 Y+R: 0.0 0.0 0.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 61 0 83 50 280 0 25 469 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 61 0 83 50 280 0 25 469 30 Added Vol: 0 0 0 184 0 208 300 36 0 0 37 117 PasserByVol: 0 0 0 0 0 0 0 124 0 0 216 0 Initial Fut: 0 0 0 245 0 291 350 440 0 25 722 147 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 245 0 291 350 440 0 25 722 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 245 0 291 350 440 0 25 722 147 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 245 0 291 350 440 0 25 722 147 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 0.92 0.92 0.92 1.00 0.92 0.92 1.00 0.92 Lanes: 0.00 0.00 0.00 0.46 0.00 0.54 1.00 2.00 0.00 1.00 2.00 1.00 Final Sat.: 0 0 0 800 0 950 1750 3800 0 1750 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.31 0.00 0.31 0.20 0.12 0.00 0.01 0.19 0.08 Crit Moves: **** **** **** Green Time: 0.0 0.0 0.0 31.2 0.0 31.2 20.4 23.4 0.0 16.4 19.4 19.4 Volume/Cap: 0.00 0.00 0.00 0.78 0.00 0.78 0.78 0.40 0.00 0.07 0.78 0.35 Delay/Veh: 0.0 0.0 0.0 27.4 0.0 27.4 36.6 22.9 0.0 25.8 32.8 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 0.0 0.0 27.4 0.0 27.4 36.6 22.9 0.0 25.8 32.8 25.6 LOS by Move: A A A C A C D+ C+ A C C- C HCM2k95thQ: 0 0 0 26 0 26 17 8 0 1 16 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-129 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 99 3143*** 370 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 188 174 2 0 268 Loss Time (sec): 12 0 1 496 2 Critical V/C: 1.097 1 263 0 � Avg Crit Del (sec/veh): 97.9 � 0 643`"` 1 Avg Delay (sec/veh): 74.6 2 330*** LOS: E t Lanes: 2 0 3 0 1 Final Vol: 55*** 1630 363 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 85 85 26 100 100 14 28 28 25 40 40 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 45.1 45.1 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 1220 358 356 3429 92 163 486 643 262 253 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1220 358 356 3429 92 163 486 643 262 253 260 Added Vol: 0 190 0 0 282 0 0 0 0 0 0 0 PasserByVol: 9 627 5 14 268 7 11 10 0 68 10 8 Initial Fut: 55 2037 363 370 3979 99 174 496 643 330 263 268 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 1630 363 370 3143 99 174 496 643 330 263 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 1630 363 370 3143 99 174 496 643 330 263 268 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 1630 363 370 3143 99 174 496 643 330 263 268 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.29 0.21 0.12 0.55 0.06 0.06 0.13 0.37 0.10 0.14 0.15 Crit Moves: **** **** **** **** Green Time: 12.5 89.6 115.7 27.4 104 119.6 15.2 32.4 44.9 26.1 43.3 70.7 Volume/Cap: 0.26 0.60 0.34 0.81 0.99 0.09 0.68 0.76 1.54 0.75 0.60 0.41 Delay/Veh: 80.5 34.9 17.0 84.5 53.9 12.7 88.1 76.0 322.4 81.8 63.0 41.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 80.5 34.9 17.0 84.5 53.9 12.7 88.1 76.0 322.4 81.8 63.0 41.6 LOS by Move: F C- B F D- B F E- F F E D HCM2k95thQ: 3 36 19 24 95 4 13 25 103 22 24 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-130 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 1 496 2 Critical V/C: 1.120 1 263 0 Avg Crit Del (sec/veh): 103.4 0 663`"` 1 Avg Delay (sec/veh): 77.5 2 352*** LOS: E- t* -t Lanes: 2 0 3 0 1 Final Vol: 74*** 1671 382 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 85 85 26 100 100 14 28 28 25 40 40 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 45.1 45.1 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 1220 358 356 3429 92 163 486 643 262 253 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1220 358 356 3429 92 163 486 643 262 253 260 Added Vol: 19 242 19 0 305 0 0 0 20 22 0 0 PasserByVol: 9 627 5 14 268 7 11 10 0 68 10 8 Initial Fut: 74 2089 382 370 4002 99 174 496 663 352 263 268 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 1671 382 370 3162 99 174 496 663 352 263 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 1671 382 370 3162 99 174 496 663 352 263 268 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 1671 382 370 3162 99 174 496 663 352 263 268 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.29 0.22 0.12 0.55 0.06 0.06 0.13 0.38 0.11 0.14 0.15 Crit Moves: **** **** **** **** Green Time: 12.5 89.6 115.7 27.4 104 119.6 15.2 32.4 44.9 26.1 43.3 70.7 Volume/Cap: 0.35 0.62 0.35 0.81 1.00 0.09 0.68 0.76 1.59 0.80 0.60 0.41 Delay/Veh: 81.3 35.3 17.2 84.5 55.5 12.7 88.1 76.0 343.3 85.5 63.0 41.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 81.3 35.3 17.2 84.5 55.5 12.7 88.1 76.0 343.3 85.5 63.0 41.6 LOS by Move: F D+ B F E+ B F E- F F E D HCM2k95thQ: 5 37 20 24 97 4 13 25 108 24 24 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #65: Lawrence Expressway / Kifer Road Sig nal=ProtecURights=Oved ap Final Vol: 99 3162*** 370 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 188 174 2 0 268 Loss Time (sec): 12 0 1 496 2 Critical V/C: 1.120 1 263 0 Avg Crit Del (sec/veh): 103.4 0 663`"` 1 Avg Delay (sec/veh): 77.5 2 352*** LOS: E- t* -t Lanes: 2 0 3 0 1 Final Vol: 74*** 1671 382 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Kifer Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 12 85 85 26 100 100 14 28 28 25 40 40 Y+R: 5.9 6.2 6.2 6.1 6.2 6.2 5.8 5.5 5.5 5.9 45.1 45.1 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 46 1220 358 356 3429 92 163 486 643 262 253 260 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 1220 358 356 3429 92 163 486 643 262 253 260 Added Vol: 19 242 19 0 305 0 0 0 20 22 0 0 PasserByVol: 9 627 5 14 268 7 11 10 0 68 10 8 Initial Fut: 74 2089 382 370 4002 99 174 496 663 352 263 268 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 1671 382 370 3162 99 174 496 663 352 263 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 1671 382 370 3162 99 174 496 663 352 263 268 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 1671 382 370 3162 99 174 496 663 352 263 268 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 1.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 3800 1750 3150 1900 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.29 0.22 0.12 0.55 0.06 0.06 0.13 0.38 0.11 0.14 0.15 Crit Moves: **** **** **** **** Green Time: 12.5 89.6 115.7 27.4 104 119.6 15.2 32.4 44.9 26.1 43.3 70.7 Volume/Cap: 0.35 0.62 0.35 0.81 1.00 0.09 0.68 0.76 1.59 0.80 0.60 0.41 Delay/Veh: 81.3 35.3 17.2 84.5 55.5 12.7 88.1 76.0 343.3 85.5 63.0 41.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 81.3 35.3 17.2 84.5 55.5 12.7 88.1 76.0 343.3 85.5 63.0 41.6 LOS by Move: F D+ B F E+ B F E- F F E D HCM2k95thQ: 5 37 20 24 97 4 13 25 108 24 24 21 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-131 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 351 3557*** 358 Lanes: 1 0 4 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 261 2 1 201 Loss Time (sec): 12 0 0 373*** 2 Critical V/C: 0.924 2 155 0 � Avg Crit Del (sec/veh): 116.4 � 0 265 1 Avg Delay (sec/veh): 84.9 2 125*'* LOS: F t Lanes: 1 0 3 0 1 Final Vol: 176*** 1516 178 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 0 190 0 0 282 0 0 0 0 0 0 0 PasserByVol: 9 487 6 5 339 20 64 13 2 0 6 34 Initial Fut: 176 1895 178 358 4503 351 261 373 265 125 155 201 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 176 1516 178 358 3557 351 261 373 265 125 155 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1516 178 358 3557 351 261 373 265 125 155 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 176 1516 178 358 3557 351 261 373 265 125 155 201 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.27 0.10 0.11 0.62 0.20 0.08 0.10 0.15 0.04 0.04 0.11 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 0.95 0.54 0.17 0.80 1.17 0.32 0.88 0.48 0.49 0.45 0.20 0.34 Delay/Veh: 132.5 31.3 17.3 84.3 122 15.8 104.7 63.4 51.0 78.9 60.2 44.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 132.5 31.3 17.3 84.3 122 15.8 104.7 63.4 51.0 78.9 60.2 44.3 LOS by Move: F C B F F B F E D- E- E D HCM2k95thQ: 21 31 9 19 123 17 20 17 23 9 7 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-132 Vallco Special Area Specific Plan SJ17-1786 0 Loss Time (sec): 12 0 373*** 2 Critical V/C: 0.944 2 155 0 � Avg Crit Del (sec/veh): 123.2 � 0 278 1 Avg Delay (sec/veh): 88.5 2 138*** LOS: F t Lanes: 1 0 3 0 1 Final Vol: 186*** 1589 185 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 10 281 7 0 347 0 0 0 13 13 0 0 PasserByVol: 9 487 6 5 339 20 64 13 2 0 6 34 Initial Fut: 186 1986 185 358 4568 351 261 373 278 138 155 201 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 1589 185 358 3609 351 261 373 278 138 155 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 1589 185 358 3609 351 261 373 278 138 155 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 1589 185 358 3609 351 261 373 278 138 155 201 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.28 0.11 0.11 0.63 0.20 0.08 0.10 0.16 0.04 0.04 0.11 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 1.01 0.56 0.18 0.80 1.19 0.32 0.88 0.48 0.51 0.49 0.20 0.34 Delay/Veh: 148.5 31.9 17.4 84.3 130 15.8 104.7 63.4 51.6 79.5 60.2 44.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 148.5 31.9 17.4 84.3 130 15.8 104.7 63.4 51.6 79.5 60.2 44.3 LOS by Move: F C B F F B F E D- E- E D HCM2k95thQ: 23 33 10 19 127 17 20 17 24 10 7 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #66: Lawrence Expressway / Reed Avenue/Monroe Street Sig nal=ProtecURights=Oved ap Final Vol: 351 3609*** 358 Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 189 261 2 1 201 0 Loss Time (sec): 12 0 373*** 2 Critical V/C: 0.944 2 155 0 � Avg Crit Del (sec/veh): 123.2 � 0 278 1 Avg Delay (sec/veh): 88.5 2 138*** LOS: F t Lanes: 1 0 3 0 1 Final Vol: 186*** 1589 185 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Reed Avenue/Monroe Street Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 19 87 87 25 93 93 17 37 37 16 36 36 Y+R: 6.0 6.2 6.2 6.1 6.2 6.2 5.7 5.6 5.6 5.6 5.7 5.7 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 167 1218 172 353 3882 331 197 360 263 125 149 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1218 172 353 3882 331 197 360 263 125 149 167 Added Vol: 10 281 7 0 347 0 0 0 13 13 0 0 PasserByVol: 9 487 6 5 339 20 64 13 2 0 6 34 Initial Fut: 186 1986 185 358 4568 351 261 373 278 138 155 201 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 186 1589 185 358 3609 351 261 373 278 138 155 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 1589 185 358 3609 351 261 373 278 138 155 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 186 1589 185 358 3609 351 261 373 278 138 155 201 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 5700 1750 3150 5700 1750 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.11 0.28 0.11 0.11 0.63 0.20 0.08 0.10 0.16 0.04 0.04 0.11 Crit Moves: **** **** **** **** Green Time: 20.0 93.8 110.6 27.0 101 118.6 17.8 38.9 58.8 16.8 37.8 64.8 Volume/Cap: 1.01 0.56 0.18 0.80 1.19 0.32 0.88 0.48 0.51 0.49 0.20 0.34 Delay/Veh: 148.5 31.9 17.4 84.3 130 15.8 104.7 63.4 51.6 79.5 60.2 44.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 148.5 31.9 17.4 84.3 130 15.8 104.7 63.4 51.6 79.5 60.2 44.3 LOS by Move: F C B F F B F E D- E- E D HCM2k95thQ: 23 33 10 19 127 17 20 17 24 10 7 16 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-133 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 174 3587 135*** Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 91 2 0 41 Loss Time (sec): 12 0 1 93*** 0 Critical V/C: 0.563 0 61 1 Avg Crit Del (sec/veh): 32.0 0 85 0 Avg Delay (sec/veh): 35.0 1 83*** LOS: D+ Lanes: 1 0 3 0 1 Final Vol: 100 1719*** 179 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 15 112 112 21 118 118 13 23 23 12 21 21 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 91 1503 176 127 4032 161 71 86 85 74 55 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 1503 176 127 4032 161 71 86 85 74 55 36 Added Vol: 0 190 0 0 282 0 0 0 0 0 0 0 PasserByVol: 9 456 3 8 226 13 20 7 0 9 6 5 Initial Fut: 100 2149 179 135 4540 174 91 93 85 83 61 41 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 1719 179 135 3587 174 91 93 85 83 61 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 1719 179 135 3587 174 91 93 85 83 61 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 1719 179 135 3587 174 91 93 85 83 61 41 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.52 0.48 1.00 0.60 0.40 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 940 860 1750 1076 724 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.30 0.10 0.08 0.63 0.10 0.03 0.10 0.10 0.05 0.06 0.06 Crit Moves **** **** **** **** Green Time: 15.8 118 130.9 22.2 125 138.7 14.1 24.3 40.1 12.7 22.8 45.0 Volume/Cap: 0.69 0.48 0.15 0.66 0.96 0.14 0.39 0.77 0.47 0.71 0.47 0.24 Delay/Veh: 93.0 18.5 9.8 83.9 36.4 7.3 80.5 91.0 63.1 100.8 75.5 55.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 93.0 18.5 9.8 83.9 36.4 7.3 80.5 91.0 63.1 100.8 75.5 55.9 LOS by Move: F B- A F D+ A F F E F E- E+ HCM2k95thQ: ll 28 7 14 88 6 6 21 17 12 11 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-134 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative Intersection #67: Lawrence Expressway / Poinciana Drive/Cabrillo Avenue Sig nal=ProtecURights=Oved ap Final Vol: 174 3658 135*** Lanes: 1 0 3 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 91 2 0 41 Loss Time (sec): 12 0 1 93*** 0 Critical V/C: 0.581 0 61 1 Avg Crit Del (sec/veh): 32.1 0 88 0 Avg Delay (sec/veh): 37.2 1 84*** LOS: D+ Lanes: 1 0 3 0 1 Final Vol: 106 1806*** 186 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Poinciana Drive/Cabrillo Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 15 112 112 21 118 118 13 23 23 12 21 21 Y+R: 5.1 6.2 6.2 4.9 6.2 6.2 5.9 5.8 5.8 5.4 5.8 5.8 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 91 1503 176 127 4032 161 71 86 85 74 55 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 1503 176 127 4032 161 71 86 85 74 55 36 Added Vol: 6 298 7 0 373 0 0 0 3 1 0 0 PasserByVol: 9 456 3 8 226 13 20 7 0 9 6 5 Initial Fut: 106 2257 186 135 4631 174 91 93 88 84 61 41 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 106 1806 186 135 3658 174 91 93 88 84 61 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 106 1806 186 135 3658 174 91 93 88 84 61 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 106 1806 186 135 3658 174 91 93 88 84 61 41 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.92 1.00 0.92 0.83 0.95 0.95 0.92 0.95 0.95 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 0.51 0.49 1.00 0.60 0.40 Final Sat.: 1750 5700 1750 1750 5700 1750 3150 925 875 1750 1076 724 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.32 0.11 0.08 0.64 0.10 0.03 0.10 0.10 0.05 0.06 0.06 Crit Moves **** **** **** **** Green Time: 15.8 118 130.9 22.2 125 138.7 14.1 24.3 40.1 12.7 22.8 45.0 Volume/Cap: 0.73 0.51 0.15 0.66 0.98 0.14 0.39 0.79 0.48 0.72 0.47 0.24 Delay/Veh: 97.2 18.9 9.8 83.9 40.2 7.3 80.5 92.5 63.2 101.9 75.5 55.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 97.2 18.9 9.8 83.9 40.2 7.3 80.5 92.5 63.2 101.9 75.5 55.9 LOS by Move: F B- A F D A F F E F E- E+ HCM2k95thQ: ll 29 7 14 93 6 6 22 17 12 11 9 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Tue Jun 19 15:00:11 2018 Paas 2-135 Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Attachment D: Intersection Level of Service Tables Table 131: Existing and Existing with Proposed Project and Housing Rich Alternative Intersection Levels of Service Stevens Creek Boulevard / SR 85 AM 22.4 C+ 22.3 C+ 0.005 -0.1 22.2 C+ 0.011 -0.2 1 D Ramps (west) PM 31.7 C 31.7 C 0.005 -0.1 31.7 C 0.008 -0.2 Stevens Creek Boulevard / SR 85 AM 28.5 C 28.3 C 0.004 0.3 28.5 C 0.007 0.5 2 D Ramps (east) PM 27.1 C 26.6 C 0.013 -0.6 26.2 C 0.022 -0.9 Stevens Creek Boulevard / AM 38.3 D+ 38.5 D+ 0.023 0.8 38.4 D+ 0.030 0.6 3 E+ Stelling Road PM 46.7 D 47.5 D 0.043 1.5 47.7 D 0.046 1.8 Sunnyvale -Saratoga Road / AM 44.5 D 44.4 D 0.003 0.1 44.5 D 0.007 0.2 4 E Remington Drive PM 43.7 D 44.1 D 0.015 0.9 44.1 D 0.019 0.9 Sunnyvale -Saratoga Road / AM 48.3 D 48.7 D 0.007 0.6 48.6 D 0.009 0.6 5 E Fremont Avenue PM 46.6 D 47.1 D 0.014 0.9 47.1 D 0.016 0.8 Sunnyvale -Saratoga Road / AM 11.7 B+ 11.6 B+ 0.003 0.0 11.6 B+ 0.006 0.0 6 E Cheyenne Drive PM 10.7 B+ 10.6 B+ 0.008 -0.1 10.5 B+ 0.010 -0.1 Sunnyvale -Saratoga Road / AM 21.2 C+ 21.1 C+ 0.003 0.0 21.0 C+ 0.006 0.0 7 E Alberta Avenue PM 25.9 C 25.5 C 0.008 -0.2 25.5 C 0.01 -0.3 De Anza Boulevard / Homestead AM 39.8 D 41.2 D 0.024 2.5 41.1 D 0.022 2.1 8 D Road PM 41.0 D 42.3 D 0.012 1.4 42.7 D 0.016 2.0 De Anza Boulevard / 1-280 Ramps AM 18.5 B- 18.9 B- 0.008 0.5 19.2 B- 0.016 1.0 9 D (north) PM 27.1 C 28 C 0.033 1.4 28 C 0.034 1.4 De Anza Boulevard / 1-280 Ramps AM 25.5 C 26.4 C 0.021 0.6 26.3 C 0.018 0.5 10 D (south) PM 18.0 B 18.5 B- 0.009 0.4 18.9 B- 0.015 0.6 De Anza Boulevard / Stevens AM 35.6 D+ 37.9 D+ 0.052 3.4 38.3 D+ 0.062 3.9 11 E+ Creek Boulevard PM 39.9 D 45.9 D 0.086 9.5 45.2 D 0.071 7.7 De Anza Boulevard / McClellan AM 36.4 D+ 36.0 D+ 0.048 -0.2 36.1 D+ 0.036 -0.2 12 D Road -Pacifica Dr PM 64.2 E 68.8 E 0.036 6.8 67.7 E 0.030 5.4 De Anza Boulevard / Bollinger AM 33.4 C- 33.9 C- 0.050 1.0 33.5 C- 0.037 0.6 13 E+ Road PM 26.4 C 25.6 C 0.019 0.1 25.7 C 0.020 0.0 Table 131: Existing and Existing with Proposed Project and Housing Rich Alternative Intersection Levels of Service 14 De Anza Boulevard / SR 85 Ramps (north) 15 De Anza Boulevard / SR 85 Ramps (south) 16 Saratoga -Sunnyvale Road / Prospect Road 17 Stevens Creek Boulevard / Torre Avenue 18 Homestead Road / Blaney Avenue 19 Stevens Creek Boulevard / Blaney Avenue 20 Stevens Creek Boulevard / Portal Avenue 21 Stevens Creek Boulevard / Perimeter Road 22 Wolfe Road / EI Camino Real 23 Wolfe Road / Fremont Avenue 24 Wolfe Road / Marion Way 25 Wolfe Road / Inverness Way 26 Wolfe Road / Homestead Road AM 22.4 C+ 24.9 C 0.065 1.5 24.2 C 0.052 1.1 D PM 15.0 B 15.8 B 0.062 0.9 16.0 B 0.057 1.2 AM 12.8 B 13.1 B 0.024 0.4 13.2 B 0.024 0.5 D PM 15.7 B 16.7 B 0.066 1.3 16.6 B 0.055 1.1 AM 19.8 B- 19.8 B- 0.016 0.0 19.7 B- 0.011 0.0 D PM 28.8 C 28.4 C 0.014 -0.2 28.5 C 0.011 -0.2 AM 22.4 C+ 21.1 C+ 0.029 -0.9 20.7 C+ 0.046 -1.4 D PM 23.1 C 21.7 C+ 0.044 -0.6 21.6 C+ 0.061 -0.8 AM 23.9 C 23.9 C 0.018 0.0 23.9 C 0.016 0.1 D PM 24.4 C 24.7 C 0.013 0.4 24.8 C 0.017 0.4 AM 34.9 C- 34.6 C- 0.048 1.3 34.6 C- 0.061 1.1 D PM 33.5 C- 33.6 C- 0.063 1.6 33.7 C- 0.079 1.7 AM 21.8 C+ 19.5 B- 0.029 -1.0 19.3 B- 0.045 -1.5 D PM 13.0 B 11.8 B+ 0.045 -0.4 11.9 B+ 0.062 -0.5 AM 9.5 A 26.8 C 0.229 25.4 28.3 C 0.233 26.1 D PM 15.2 B 32.0 C 0.232 17.7 31.8 C 0.214 16.2 AM 51.0 D- 51.4 D- 0.031 2.4 51.3 D- 0.036 1.9 E PM 48.1 D 49.1 D 0.032 1.6 49.4 D 0.044 1.9 AM 49.7 D 50.0 D 0.030 -0.1 50.0 D 0.032 0.3 D PM 47.9 D 49.1 D 0.028 1.3 49.3 D 0.039 1.3 AM 15.9 B 16.1 B 0.020 0.4 15.7 B 0.033 0.0 D PM 18.8 B- 18.6 B- 0.048 -0.8 18.5 B- 0.053 -0.9 AM 18.3 B- 18.0 B 0.015 -0.3 17.7 B 0.030 -0.5 D PM 22.8 C+ 22.5 C+ 0.034 0.1 22.3 C+ 0.049 0.0 AM 32.9 C- 33.0 C- 0.016 -0.1 33.0 C- 0.031 -0.1 D PM 43.0 D 43.6 D 0.041 -1.0 43.6 D 0.055 -1.0 Table 131: Existing and Existing with Proposed Project and Housing Rich Alternative Intersection Levels of Service AM 9.8 A 9.6 A 0.015 -0.1 9.6 A 0.029 -0.2 27 Wolfe Road / Apple Park D PM 15.4 B 14.5 B 0.030 -0.6 14.3 B 0.045 -0.8 AM 23.5 C 23.2 C 0.051 4.0 23.3 C 0.046 4.4 28 Wolfe Road / Pruneridge Avenue D PM 16.5 B 15.9 B 0.031 -0.2 15.8 B 0.047 -0.2 AM 13.2 B 15.6 B 0.158 3.2 15.1 B 0.118 2.4 29 Wolfe Road / 1-280 Ramps (north) D PM 12.0 B 13.3 B 0.101 2.5 14.2 B 0.146 4.0 AM 12.1 B 13.2 B 0.085 1.2 13.1 B 0.105 1.0 30 Wolfe Road / 1-280 Ramps (south) D PM 8.4 A 9.6 A 0.238 2.4 10.5 B+ 0.268 3.7 AM 19.6 B- 26.6 C 0.257 9.8 29.4 C 0.295 12.7 31 Wolfe Road / Vallco Parkway D PM 31.2 C 52.2 D- 0.340 29.6 52.3 D- 0.36 31.4 Wolfe Road -Miller Avenue / AM 41.7 D 45.7 D 0.133 5.2 45.8 D 0.129 5.4 32 D Stevens Creek Boulevard PM 41.4 D 44.6 D 0.081 7.0 44.5 D 0.088 7.4 Miller Avenue / Calle de AM 7.5 A 7.3 A 0.030 -0.1 7.4 A 0.022 -0.1 33 D Barcelona PM 3.0 A 2.9 A 0.035 -0.1 2.9 A 0.030 -0.1 AM 5.3 A 5.4 A 0.033 0.2 5.4 A 0.025 0.2 34 Miller Avenue / Phil Lane D PM 4.1 A 4.1 A 0.032 0.0 4.2 A 0.027 0.0 AM 37.1 D+ 38 D+ 0.034 1.2 37.8 D+ 0.026 1 35 Miller Avenue / Bollinger Road D PM 41.5 D 42.3 D 0.025 1.2 42.2 D 0.023 1.1 AM 23.1 C 23.5 C 0.017 0.6 23.4 C 0.013 0.4 36 Miller Avenue / Rainbow Drive D PM 22.8 C+ 22.4 C+ 0.027 -0.4 22.5 C+ 0.024 -0.4 Stevens Creek Boulevard / Finch AM 28.8 C 27.4 C 0.042 -1.6 27.7 C 0.033 -1.3 37 D Avenue PM 21.6 C+ 20.1 C+ 0.054 -1.6 20.2 C+ 0.048 -1.5 Tantau Avenue / Homestead AM 34.4 C- 34.8 C- 0.011 -0.3 34.7 C- 0.009 -0.2 38 D Road PM 43.2 D 43.6 D 0.023 1.3 43.8 D 0.026 1.7 Tantau Avenue / Pruneridge AM 20.8 C+ 20.9 C+ 0.032 -0.4 20.8 C+ 0.030 -0.2 39 D Avenue PM 24.5 C 24.6 C 0.032 -0.2 24.8 C 0.032 -0.2 Table 131: Existing and Existing with Proposed Project and Housing Rich Alternative Intersection Levels of Service N Tantau Ave / Apple Parkway- AM 17.6 B 16.9 B 0.015 -0.5 16.8 B 0.025 -0.8 40 D Tantau 14 PM 18.3 B- 18.5 B- 0.054 0.4 18.5 B- 0.053 0.3 AM 25.1 C 27.0 C 0.156 0.4 27.5 C 0.130 0.9 41 Tantau Avenue / Vallco Parkway D PM 31.3 C 34.2 C- 0.173 3.3 34.5 C- 0.185 4.1 Stevens Creek Boulevard / Tantau AM 44.7 D 45.6 D 0.068 1.2 45.2 D 0.052 0.8 42 D Avenue PM 42.8 D 44.5 D 0.118 3.3 44.2 D 0.108 3.1 Stevens Creek Boulevard / Stern AM 37.6 D+ 48.8 D 0.227 23.4 43.9 D 0.213 16.4 43 D Avenue PM 40.5 D 77.0 E- 0.075 54.3 72.0 E 0.069 47.9 Stevens Creek Boulevard / Calvert AM 57.4 E+ 66.8 E 0.009 0.7 63.2 E 0.015 1.3 44 E Drive/1-280 Ramps (west) PM 52.7 D- 56.9 E+ 0.028 4.6 56.4 E+ 0.027 4.4 Stevens Creek Boulevard / Agilent AM 36.7 D+ 45.8 D 0.050 11.5 42.5 D 0.039 7.3 45 D Driveway PM 24.0 C 24.8 C 0.024 0.5 24.9 C 0.030 0.7 Stevens Creek Boulevard / AM 28.9 C 33.3 C- 0.081 5.9 32.1 C- 0.065 4.4 46 Lawrence Expressway Ramps E PM 25.4 C 25.7 C 0.041 0.7 25.9 C 0.055 1.0 (west) Lawrence Expressway / EI Camino AM 34.6 C- 36.9 D+ 0.040 2.5 37.1 D+ 0.049 2.8 47 E Real PM 27.1 C 29.8 C 0.050 3.3 30.5 C 0.062 4.2 Lawrence Expressway / AM 71.5 E 72.8 E 0.009 1.6 72.8 E 0.012 1.8 48 E Homestead Road PM 66.3 E 69.2 E -0.046 6.4 69.3 E -0.042 6.7 Lawrence Expressway / AM 44 D 43.9 D 0.006 0.3 44.1 D 0.011 0.5 49 E Pruneridge Avenue PM 44.5 D 45.2 D 0.015 0.2 45.2 D 0.014 0.1 Stevens Creek Boulevard / AM 31.6 C 33.1 C- 0.077 1.7 33.0 C- 0.065 1.7 50 E Lawrence Exwy Ramps (east) PM 28.0 C 28.9 C 0.035 0.6 29.0 C 0.037 0.7 Lawrence Exwy / Calvert Drive -I- AM 32.8 C- 35.3 D+ 0.007 1.6 34.7 C- 0.011 2.4 51 E 280 SB Ramp PM 30.2 C 31.0 C 0.029 1.5 30.9 C 0.027 1.3 Table 131: Existing and Existing with Proposed Project and Housing Rich Alternative Intersection Levels of Service AM 23.1 C 23.8 C 0.004 0.0 23.5 C 0.004 0.0 52 Lawrence Expressway / Mitty Way E PM 16.6 B 16.7 B 0.018 0.2 16.7 B 0.014 0.1 Lawrence Expressway / Bollinger AM 60.3 E 67.9 E 0.033 13.5 65.2 E 0.025 8.7 53 E Road PM 54.2 D- 56.9 E+ 0.009 0.2 56.2 E+ 0.008 0.1 Lawrence Expressway / Doyle AM 43.2 D 43.3 D 0.011 1.5 43.2 D 0.008 0.9 54 E Road PM 14.7 B 14.7 B 0.033 -0.1 14.7 B 0.026 -0.1 Lawrence Expressway / Prospect AM 58.3 E+ 58.5 E+ 0.006 -0.5 58.4 E+ 0.005 -0.4 55 E Road PM 46.7 D 47.0 D 0.032 0.2 46.9 D 0.025 0.1 Lawrence Expressway / Saratoga AM 44.0 D 53.3 D- 0.076 16.8 49.7 D 0.054 10.4 56 E Avenue PM 45.7 D 46.9 D 0.006 -0.2 46.7 D 0.006 -0.2 AM 45.1 D 45.3 D 0.006 0.3 45.2 D 0.005 0.3 57 Saratoga Avenue / Cox Avenue D PM 37.8 D+ 38.5 D+ 0.032 2.0 38.3 D+ 0.025 1.5 Saratoga Avenue / SR 85 Ramps AM 19.1 B- 20.1 C+ 0.029 0.9 19.9 B- 0.020 0.7 58 C (north) PM 26.7 C 27.0 C 0.025 0.4 26.9 C 0.019 0.3 Saratoga Avenue / SR 85 Ramps AM 16.8 B 17.0 B 0.005 0.2 16.9 B 0.004 0.1 59 C (south) PM 18.5 B- 18.8 B- 0.027 0.4 18.7 B- 0.020 0.3 Stevens Creek Boulevard / Cabot AM 47.0 D 51.7 D- 0.006 0.2 50.5 D 0.009 0.2 60 D Avenue PM 46.3 D 47.6 D 0.022 2.0 47.5 D 0.022 1.9 Stevens Creek Boulevard / Cronin AM 27.4 C 27.7 C 0.008 0.1 27.7 C 0.011 0.2 61 D Drive -Albany Drive PM 22.7 C+ 23.0 C 0.023 0.5 23.0 C 0.023 0.5 Stevens Creek Boulevard / AM 18.8 B- 20.1 C+ 0.013 1.0 19.7 B- 0.014 0.6 62 D Woodhams Road PM 21.1 C+ 21.6 C+ 0.021 0.5 21.6 C+ 0.025 0.6 Stevens Creek Boulevard / Kiely AM 41.6 D 41.8 D 0.010 0.2 41.8 D 0.010 0.3 63 D Boulevard PM 37.1 D+ 37.2 D+ 0.009 0.0 37.2 D+ 0.009 0.0 AM 11.6 B+ 20.4 C+ 0.357 12.6 21.8 C+ 0.332 13.4 64 Vallco Parkway/ Perimeter Road D PM 17.1 B 26.6 C 0.414 10.4 27.9 C 0.449 12.4 Table 131: Existing and Existing with Proposed Project and Housing Rich Alternative Intersection Levels of Service Lawrence Expressway/Kifer Road AM 36.2 D+ 36.4 D+ 0.008 -0.3 36.5 D+ 0.008 -0.1 65 E Avenue PM 71.5 E 72.5 E 0.012 2.2 74.1 E 0.024 5.0 Lawrence Expressway/Reed AM 56.1 E+ 56.5 E+ 0.004 0.5 57.0 E+ 0.010 1.2 66 E Avenue -Monroe Street PM 55.1 E+ 56.9 E+ 0.015 3.3 57.8 E+ 0.020 4.9 Lawrence Expressway/ Cabrillo AM 32.7 C- 33.2 C- 0.022 0.9 33.4 C- 0.02 0.8 67 E Avenue PM 29.2 C 29.6 C 0.017 -0.4 29.9 C 0.019 -0.3 Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact as discussed in Chapter 8. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service) as described in Chapter 2. 2. AM = morning peak hour, PM = evening peak hour. 3. Existing presents the delay and LOS for intersections using existing intersection geometry and existing traffic counts. 4. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 5. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 6. Change in critical volume to capacity ratio between Existing and Existing with Project Conditions. 7. Change in average critical movement delay between Existing and Existing with Project Conditions. Source: Fehr & Peers, May 2018. Table 132: Background and Background with Proposed Project and Housing Rich Alternative Intersection Levels of Service Stevens Creek Boulevard / SR 85 AM 22.0 C+ 22 C+ 0.005 -0.1 21.8 C+ 0.011 -0.2 1 D Ramps (west) PM 32.1 C- 32.1 C- 0.005 -0.1 32.1 C- 0.008 -0.2 Stevens Creek Boulevard / SR 85 AM 47.7 D 48.9 D 0.017 6.5 51 D 0.03 11.6 2 D Ramps (east) PM 23.2 C 23.3 C 0.057 3.2 23 C+ 0.055 3.0 Stevens Creek Boulevard / AM 38.6 D+ 39.2 D 0.026 1.3 39.1 D 0.036 1.5 3 E+ Stelling Road PM 48.5 D 51.1 D- 0.053 5.6 51.7 D- 0.056 6.1 Sunnyvale -Saratoga Road / AM 55.7 E+ 56.2 E+ 0.004 0.7 56.8 E+ 0.007 1.5 4 E Remington Drive PM 47.4 D 48.5 D 0.015 2.0 48.7 D 0.018 2.3 Sunnyvale -Saratoga Road / AM 53.2 D- 54 D- 0.007 1.3 54.1 D- 0.009 1.5 5 E Fremont Avenue PM 50.7 D 51.9 D- 0.014 2.0 52 D- 0.016 2.0 Sunnyvale -Saratoga Road / AM 11.1 B+ 11 B+ 0.003 0.0 11 B+ 0.006 0.0 6 E Cheyenne Drive PM 9.4 A 9.4 A 0.008 0.0 9.4 A 0.010 0.0 Sunnyvale -Saratoga Road / AM 20.0 B- 19.9 B- 0.003 0.0 19.9 B- 0.006 0.0 7 E Alberta Avenue PM 23.0 C+ 22.8 C+ 0.008 0.0 22.8 C+ 0.010 0.0 De Anza Boulevard / Homestead AM 44.6 D 47.6 D 0.023 5.5 47.7 D 0.021 4.8 8 D Road PM 48.3 D 51 D- 0.016 3.4 51.6 D- 0.019 4.1 De Anza Boulevard / 1-280 Ramps AM 19.3 B- 19.7 B- 0.008 0.7 20 C+ 0.016 1.3 9 D (north) PM 32.1 C- 35.5 D+ 0.033 5.4 35.5 D+ 0.034 5.4 De Anza Boulevard / 1-280 Ramps AM 27.6 C 28.7 C 0.022 1.0 28.6 C 0.019 0.8 10 D (south) PM 20.9 C+ 21.5 C+ 0.009 0.7 21.8 C+ 0.015 1.3 De Anza Boulevard / Stevens AM 38.4 D+ 42.6 D 0.058 7.0 43.3 D 0.072 9.0 11 E+ Creek Boulevard PM 46.2 D 64.2 E 0.112 28.4 64.5 E 0.110 27.7 De Anza Boulevard / McClellan AM 36.2 D+ 36.6 D+ 0.048 0.9 36.5 D+ 0.036 0.6 12 D Road -Pacifica Dr PM 71.4 E 78.0 E- 0.036 9.6 76.5 E- 0.030 7.7 De Anza Boulevard / Bollinger AM 37.9 D+ 43.7 D 0.051 7.9 41.7 D 0.038 5.4 13 E+ Road PM 24.6 C 24 C 0.016 -0.1 24.1 C 0.018 -0.1 Table 132: Background and Background with Proposed Project and Housing Rich Alternative Intersection Levels of Service 14 De Anza Boulevard / SR 85 Ramps (north) 15 De Anza Boulevard / SR 85 Ramps (south) 16 Saratoga -Sunnyvale Road / Prospect Road 17 Stevens Creek Boulevard / Torre Avenue 18 Homestead Road / Blaney Avenue 19 Stevens Creek Boulevard / Blaney Avenue 20 Stevens Creek Boulevard / Portal Avenue 21 Stevens Creek Boulevard / Perimeter Road 22 Wolfe Road / EI Camino Real 23 Wolfe Road / Fremont Avenue 24 Wolfe Road / Marion Way 25 Wolfe Road / Inverness Way 26 Wolfe Road / Homestead Road AM 24.3 C 27 C 0.065 1.7 26.3 C 0.052 1.3 D PM 15.7 B 18.1 B- 0.062 3.2 18.2 B- 0.057 3.2 AM 12.6 B 13 B 0.024 0.4 13.1 B 0.024 0.5 D PM 15.3 B 16.4 B 0.066 1.5 16.2 B 0.055 1.2 AM 19.1 B- 19.2 B- 0.016 0.2 19.2 B- 0.011 0.1 D PM 27.7 C 27.5 C 0.014 -0.1 27.5 C 0.012 -0.1 AM 21.2 C+ 22.4 C+ 0.068 10.9 19.7 B- 0.045 -1.1 D PM 22.1 C+ 21.2 C+ 0.043 -0.3 21.2 C+ 0.061 -0.3 AM 23.8 C 23.9 C 0.017 0.1 23.9 C 0.016 0.1 D PM 25.5 C 26.2 C 0.011 0.4 26.3 C 0.014 0.6 AM 34.3 C- 34.5 C- 0.047 1.6 34.4 C- 0.060 1.5 D PM 33.2 C- 34.1 C- 0.063 2.4 34.3 C- 0.078 2.7 AM 20.2 C+ 18.4 B- 0.029 -0.8 18.3 B- 0.045 -1.2 D PM 12.4 B 11.5 B+ 0.045 -0.2 11.5 B+ 0.062 -0.2 AM 9.5 A 31.4 C 0.344 33.7 31.8 C 0.325 32.8 D PM 14.2 B 34.3 C- 0.233 18.7 34.7 C- 0.214 17.0 AM 51.7 D- 52.3 D- 0.030 2.4 52.2 D- 0.035 2.0 E PM 52.0 D- 53.5 D- 0.031 2.6 54.1 D- 0.043 3.7 AM 52.7 D- 53.1 D- 0.029 0.2 53.2 D- 0.031 0.5 D PM 52.0 D- 53.8 D- 0.028 1.9 54.3 D- 0.038 2.2 AM 15.0 B 15.3 B 0.019 0.6 15.0 B 0.033 0.2 D PM 18.2 B- 18.2 B- 0.047 -0.5 18.1 B- 0.053 -0.5 AM 17.4 B 17.2 B 0.014 -0.2 17.0 B 0.03 -0.3 D PM 22.2 C+ 22.2 C+ 0.033 0.3 22.0 C+ 0.048 0.2 AM 36.6 D+ 37.8 D+ 0.046 4.0 37.9 D+ 0.055 3.7 D PM 48.1 D 49.8 D 0.043 0.5 50.2 D 0.057 1.3 Table 132: Background and Background with Proposed Project and Housing Rich Alternative Intersection Levels of Service 27 Wolfe Road / Apple Park 28 Wolfe Road / Pruneridge Avenue 29 Wolfe Road / 1-280 Ramps (north) 30 Wolfe Road / 1-280 Ramps (south) 31 Wolfe Road / Vallco Parkway 32 Wolfe Road -Miller Avenue / Stevens Creek Boulevard 33 Miller Avenue / Calle de Barcelona 34 Miller Avenue / Phil Lane 35 Miller Avenue / Bollinger Road 36 Miller Avenue / Rainbow Drive 37 Stevens Creek Boulevard / Finch Avenue 38 Tantau Avenue / Homestead Road 39 Tantau Avenue / Pruneridge Avenue AM 19.3 B- 18.7 B- 0.015 -0.1 18.8 B- 0.029 -0.2 D PM 33.0 C- 33.1 C- 0.029 0.1 33.0 C- 0.044 0.2 AM 28.1 C 27.8 C 0.009 -0.2 27.5 C 0.017 -0.5 D PM 20.2 C+ 20.2 C+ 0.031 0.8 20.5 C+ 0.046 1.3 AM 16.8 B 18.6 B- 0.013 0.3 18.3 B- 0.031 1.0 D PM 19.0 B- 26.2 C 0.048 7.7 32.5 C- 0.088 18.0 AM 19.0 B- 22.3 C+ 0.052 6.1 27.3 C 0.096 15.0 D PM 9.8 A 13.2 B 0.229 6.6 14.8 B 0.258 9.6 AM 24.6 C 31.5 C 0.248 9.5 35.1 D+ 0.287 13.6 D PM 36.6 D+ 66.8 E 0.370 49.2 68.6 E 0.390 54.4 AM 50.5 D 65.7 E 0.111 26.9 65.8 E 0.113 27.5 D PM 52.3 D- 71.0 E 0.121 36.1 69.7 E 0.112 32.9 AM 7.2 A 7.1 A 0.029 -0.1 7.2 A 0.022 0.0 D PM 2.9 A 2.8 A 0.035 0.0 2.8 A 0.030 0.0 AM 5.2 A 5.4 A 0.033 0.3 5.3 A 0.025 0.2 D PM 4.0 A 4.1 A 0.032 0.1 4.1 A 0.027 0.1 AM 38.5 D+ 39.6 D 0.034 1.5 39.4 D 0.026 1.1 D PM 45.2 D 46.3 D 0.025 1.9 46.2 D 0.023 1.7 AM 26.5 C 27.9 C 0.016 2.6 27.5 C 0.013 1.9 D PM 21.9 C+ 21.9 C+ 0.026 0.2 21.8 C+ 0.023 0.1 AM 28.7 C 28.2 C 0.019 -0.2 28.1 C 0.027 -0.3 D PM 22.5 C+ 22.4 C+ 0.079 0.5 22.3 C+ 0.071 0.4 AM 40.1 D 40.8 D 0.011 0.0 40.7 D 0.009 0.0 D PM 52.2 D- 54.0 D- 0.022 3.7 54.4 D- 0.026 4.5 AM 22.8 C+ 23.2 C 0.040 0.9 23.1 C 0.034 0.8 D PM 23.4 C 23.6 C 0.031 0.0 23.9 C 0.031 0.0 Table 132: Background and Background with Proposed Project and Housing Rich Alternative Intersection Levels of Service N Tantau Ave / Apple Parkway- AM 23.5 C 23.4 C 0.014 -0.1 23.4 C 0.024 -0.1 40 D Tantau 14 PM 27.2 C 28.7 C 0.053 4.5 28.6 C 0.051 4.3 AM 24.5 C 28.1 C 0.091 13.8 26.9 C 0.012 1.0 41 Tantau Avenue / Vallco Parkway D PM 28.8 C 34.9 C- 0.167 8.6 35.3 D+ 0.179 9.5 Stevens Creek Boulevard / Tantau AM 48.6 D 58.1 E+ 0.108 25.4 55.2 E+ 0.083 18.3 42 D Avenue PM 45.9 D 49.6 D 0.116 6.1 49.1 D 0.107 5.5 Stevens Creek Boulevard / Stern AM 92.3 F 135.5 F 0.067 59.9 124.8 F 0.052 46.6 43 D Avenue PM 81.9 F 130.5 F 0.075 73.2 124.8 F 0.068 66.4 Stevens Creek Boulevard / Calvert AM 121.6 F 167.0 F 0.060 60.5 155.9 F 0.047 47.0 44 E Drive/1-280 Ramps (west) PM 82.6 F 118.8 F 0.122 46.5 114.6 F 0.104 39.1 Stevens Creek Boulevard / Agilent AM 92.6 F 125.3 F 0.050 40.3 117.5 F 0.039 31.5 45 D Driveway PM 25.6 C 26.6 C 0.023 0.7 26.7 C 0.030 1.0 Stevens Creek Boulevard / AM 47.1 D 69.6 E 0.080 28.8 64.2 E 0.063 22.3 46 Lawrence Expressway Ramps E PM 25.6 C 26.2 C 0.040 1.0 26.5 C 0.054 1.5 (west) Lawrence Expressway / EI Camino AM 38.7 D+ 40.7 D 0.039 2.2 40.9 D 0.047 2.5 47 E Real PM 33.3 C- 37.4 D+ 0.049 5.7 38.7 D+ 0.062 7.6 Lawrence Expressway / AM 89.3 F 91.8 F 0.008 2.9 92.4 F 0.012 4.2 48 E Homestead Road PM 83.6 F 88.5 F 0.025 8.2 88.9 F 0.029 9.3 Lawrence Expressway / AM 54.7 D- 54.8 D- 0.005 0.7 55.2 E+ 0.011 1.2 49 E Pruneridge Avenue PM 56.5 E+ 57.6 E+ 0.204 8.0 58.0 E+ 0.206 8.7 Stevens Creek Boulevard / AM 34.2 C- 35.8 D+ 0.05 1.9 35.7 D+ 0.045 1.9 50 E Lawrence Exwy Ramps (east) PM 28.9 C 29.5 C 0.02 0.4 29.5 C 0.02 0.4 Lawrence Exwy / Calvert Drive -I- AM 76.3 E- 81.8 F 0.022 6.6 80.3 F 0.021 4.7 51 E 280 SB Ramp PM 79.7 E- 79.9 E- 0.029 0.5 79.9 E- 0.027 0.4 Table 132: Background and Background with Proposed Project and Housing Rich Alternative Intersection Levels of Service AM 39.6 D 44.2 D 0.016 5.9 42.7 D 0.012 4.0 52 Lawrence Expressway / Mitty Way E PM 18.4 B- 18.8 B- 0.018 0.5 18.7 B- 0.014 0.4 Lawrence Expressway / Bollinger AM 104.8 F 117.7 F 0.016 10.4 113.6 F 0.012 7.5 53 E Road PM 87.4 F 94.1 F 0.029 11.2 92.7 F 0.025 9.0 Lawrence Expressway / Doyle AM 41.0 D 41.8 D 0.011 1.6 41.6 D 0.008 1.0 54 E Road PM 14.9 B 15.1 B 0.034 0.1 15.1 B 0.027 0.1 Lawrence Expressway / Prospect AM 55.5 E+ 56.3 E+ 0.19 12.4 54.3 D- 0.182 9.1 55 E Road PM 47.3 D 48.6 D 0.032 2.5 48.3 D 0.025 1.8 Lawrence Expressway / Saratoga AM 43.6 D 45.4 D 0.046 3.0 44.6 D 0.033 1.8 56 E Avenue PM 52.1 D- 52.3 D- 0.288 12.2 51.9 D- 0.286 11.7 AM 46.0 D 46.0 D 0.003 -4.2 46.7 D 0.005 0.3 57 Saratoga Avenue / Cox Avenue D PM 39.3 D 40.9 D 0.032 3.4 40.5 D 0.025 2.5 Saratoga Avenue / SR 85 Ramps AM 21.1 C+ 21.9 C+ 0.033 0.8 21.7 C+ 0.023 0.6 58 C (north) PM 27.4 C 27.7 C 0.025 0.5 27.6 C 0.019 0.4 Saratoga Avenue / SR 85 Ramps AM 17.3 B 17.4 B 0.005 0.2 17.4 B 0.004 0.1 59 C (south) PM 19.5 B- 19.8 B- 0.027 0.3 19.7 B- 0.020 0.2 Stevens Creek Boulevard / Cabot AM 58.4 E+ 42.2 D 0.150 6.1 42.0 D 0.147 5.7 60 D Avenue PM 49.7 D 55.0 D- 0.022 7.5 54.8 D- 0.021 7.2 Stevens Creek Boulevard / Cronin AM 28.1 C 28.4 C 0.008 0.1 28.4 C 0.011 0.2 61 D Drive -Albany Drive PM 23.6 C 24.0 C 0.022 0.6 23.9 C 0.022 0.6 Stevens Creek Boulevard / AM 18.7 B- 19.9 B- 0.012 1.0 19.6 B- 0.013 0.6 62 D Woodhams Road PM 21.6 C+ 22.2 C+ 0.020 0.9 22.3 C+ 0.024 1.0 Stevens Creek Boulevard / Kiely AM 40.9 D 41.1 D 0.010 0.2 41.1 D 0.010 0.3 63 D Boulevard PM 36.5 D+ 36.6 D+ 0.008 0.0 36.6 D+ 0.008 0.0 AM 10.3 B+ 19.5 B- 0.294 14.0 21.1 C+ 0.271 14.7 64 Vallco Parkway/ Perimeter Road D PM 16.4 B 28.1 C 0.394 13.4 29.6 C 0.430 15.9 Table 132: Background and Background with Proposed Project and Housing Rich Alternative Intersection Levels of Service Lawrence Expressway/Kifer Road AM 36.9 D+ 37.2 D+ 0.007 -0.2 37.3 D+ 0.008 0.0 65 E Avenue PM 72.4 E 73.6 E 0.012 2.4 75.1 E- 0.023 5.0 Lawrence Expressway/Reed AM 67.3 E 68.3 E 0.004 1.6 69.8 E 0.010 3.7 66 E Avenue -Monroe Street PM 71.0 E 73.3 E 0.014 4.3 74.6 E 0.020 6.5 Lawrence Expressway/ Cabrillo AM 35.1 D+ 35.7 D+ 0.022 1.0 36.0 D+ 0.020 0.9 67 E Avenue PM 31.7 C 32.3 C- 0.017 -0.2 32.8 C- 0.019 -0.2 Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact as discussed in Chapter 8 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service) as described in Chapter 2. 2. AM = morning peak hour, PM = evening peak hour. 3. Background presents the delay and LOS for intersections using existing intersection geometry and existing traffic counts. 4. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 5. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 6. Change in critical volume to capacity ratio between Background and Background with Project Conditions. 7. Change in average critical movement delay between Background and Background with Project Conditions. Table 133: Cumulative and Cumulative with Proposed Project and Housing Rich Alternative Intersection Levels of Service Stevens Creek Boulevard / SR 85 AM 22.1 C+ 22.2 C+ 0.005 -0.1 22.1 C+ 0.011 -0.2 1 D Ramps (west) PM 33.3 C- 33.3 C- 0.005 -0.1 33.3 C- 0.008 -0.2 Stevens Creek Boulevard / SR 85 AM 54.6 D- 55.8 E+ 0.017 6.9 58.1 E+ 0.030 12.5 2 D Ramps (east) PM 24.5 C 27.0 C 0.057 9.0 26.6 C 0.055 8.7 Stevens Creek Boulevard / AM 41.3 D 42.4 D 0.013 0.9 42.8 D 0.025 1.7 3 E+ Stelling Road PM 53.7 D- 59.3 E+ 0.053 10.4 60.5 E 0.056 11.2 Sunnyvale -Saratoga Road / AM 85.8 F 86.7 F 0.004 1.4 87.8 F 0.007 2.9 4 E Remington Drive PM 71.4 E 74.6 E 0.014 5.4 75.5 E- 0.018 6.6 Sunnyvale -Saratoga Road / AM 80.1 F 81.9 F 0.007 3.1 82.3 F 0.009 3.7 5 E Fremont Avenue PM 73.8 E 77.2 E- 0.014 5.5 77.6 E- 0.016 6.0 Sunnyvale -Saratoga Road / AM 13.3 B 13.3 B 0.003 0.1 13.3 B 0.006 0.1 6 E Cheyenne Drive PM 10.6 B+ 10.6 B+ 0.008 0.1 10.6 B+ 0.010 0.1 Sunnyvale -Saratoga Road / AM 23.2 C 23.2 C 0.003 0.1 23.2 C 0.006 0.2 7 E Alberta Avenue PM 26.3 C 26.3 C 0.008 0.2 26.3 C 0.010 0.2 De Anza Boulevard / Homestead AM 48.3 D 52.3 D- 0.023 7.1 52.3 D- 0.021 6.4 8 D Road PM 52.0 D- 55.4 E+ 0.016 4.4 56.1 E+ 0.019 5.2 De Anza Boulevard / 1-280 Ramps AM 20.9 C+ 21.3 C+ 0.008 0.8 21.6 C+ 0.016 1.6 9 D (north) PM 33.8 C- 38.4 D+ 0.033 7.1 38.4 D+ 0.033 7.1 De Anza Boulevard / 1-280 Ramps AM 27.7 C 28.8 C 0.022 1.1 28.7 C 0.018 0.9 10 D (south) PM 21.9 C+ 22.6 C+ 0.009 1.0 22.9 C+ 0.015 1.9 De Anza Boulevard / Stevens AM 42.1 D 47.2 D 0.049 7.4 48.1 D 0.057 8.8 11 E+ Creek Boulevard PM 53.4 D- 77.3 E- 0.111 38.7 77.7 E- 0.110 37.9 De Anza Boulevard / McClellan AM 36.3 D+ 36.9 D+ 0.048 1.1 36.7 D+ 0.036 0.8 12 D Road -Pacifica Dr PM 73.0 E 80.0 F 0.036 10.2 78.5 E- 0.030 8.2 De Anza Boulevard / Bollinger AM 39.2 D 46.1 D 0.05 9.3 43.7 D 0.037 6.4 13 E+ Road PM 24.4 C 23.8 C 0.017 0.0 23.9 C 0.018 0.0 Table 133: Cumulative and Cumulative with Proposed Project and Housing Rich Alternative Intersection Levels of Service 14 De Anza Boulevard / SR 85 Ramps (north) 15 De Anza Boulevard / SR 85 Ramps (south) 16 Saratoga -Sunnyvale Road / Prospect Road 17 Stevens Creek Boulevard / Torre Avenue 18 Homestead Road / Blaney Avenue 19 Stevens Creek Boulevard / Blaney Avenue 20 Stevens Creek Boulevard / Portal Avenue 21 Stevens Creek Boulevard / Perimeter Road 22 Wolfe Road / EI Camino Real 23 Wolfe Road / Fremont Avenue 24 Wolfe Road / Marion Way 25 Wolfe Road / Inverness Way 26 Wolfe Road / Homestead Road AM 24.4 C 27.2 C 0.065 1.8 26.4 C 0.052 1.4 D PM 16.0 B 19.0 B- 0.062 4.0 19.0 B- 0.057 3.9 AM 12.6 B 12.9 B 0.024 0.4 13.0 B 0.024 0.6 D PM 15.2 B 16.4 B 0.066 1.5 16.2 B 0.055 1.3 AM 19.1 B- 19.2 B- 0.016 0.2 19.1 B- 0.011 0.1 D PM 27.6 C 27.3 C 0.014 0.0 27.4 C 0.011 0.0 AM 19.8 B- 20.6 C+ 0.029 1.3 20.3 C+ 0.045 1.1 D PM 21.6 C+ 21.1 C+ 0.043 0.0 21.1 C+ 0.061 0.1 AM 23.8 C 23.9 C 0.017 0.1 23.9 C 0.016 0.2 D PM 25.8 C 26.6 C 0.011 0.5 26.7 C 0.014 0.7 AM 34.2 C- 34.9 C- 0.047 2.3 35.0 C- 0.060 2.5 D PM 33.3 C- 34.9 C- 0.063 3.2 35.2 D+ 0.079 3.8 AM 18.8 B- 17.4 B 0.028 -0.6 17.3 B 0.045 -0.8 D PM 12.1 B 11.2 B+ 0.045 0.1 11.2 B+ 0.062 0.1 AM 9.0 A 31.4 C 0.344 34.3 31.5 C 0.325 33.0 D PM 13.7 B 34.6 C- 0.233 19.7 35.0 C- 0.214 26.4 AM 57.3 E+ 58.9 E+ 0.030 4.5 59.2 E+ 0.035 4.7 E PM 66.9 E 71.5 E 0.031 9.0 73.4 E 0.043 12.6 AM 58.4 E+ 59.9 E+ 0.029 1.4 60.3 E 0.031 1.9 D PM 64.9 E 70.6 E 0.028 5.4 72.9 E 0.038 7.5 AM 16.4 B 16.9 B 0.019 0.8 16.8 B 0.033 0.7 D PM 20.2 C+ 20.8 C+ 0.047 0.6 20.9 C+ 0.052 0.8 AM 17.8 B 17.9 B 0.014 0.0 17.7 B 0.030 0.0 D PM 24.7 C 25.3 C 0.033 1.0 25.5 C 0.048 1.5 AM 39.4 D 42.6 D 0.057 7.0 42.9 D 0.066 7.5 D PM 54.2 D- 58.8 E+ 0.041 2.4 60.1 E 0.054 4.9 Table 133: Cumulative and Cumulative with Proposed Project and Housing Rich Alternative Intersection Levels of Service 27 Wolfe Road / Apple Park 28 Wolfe Road / Pruneridge Avenue 29 Wolfe Road / 1-280 Ramps (north) 30 Wolfe Road / 1-280 Ramps (south) 31 Wolfe Road / Vallco Parkway 32 Wolfe Road -Miller Avenue / Stevens Creek Boulevard 33 Miller Avenue / Calle de Barcelona 34 Miller Avenue / Phil Lane 35 Miller Avenue / Bollinger Road 36 Miller Avenue / Rainbow Drive 37 Stevens Creek Boulevard / Finch Avenue 38 Tantau Avenue / Homestead Road 39 Tantau Avenue / Pruneridge Avenue AM 18.9 B- 18.5 B- 0.015 0.0 18.5 B- 0.029 0.0 D PM 33.8 C- 34.2 C- 0.029 0.4 34.2 C- 0.044 0.6 AM 28.8 C 28.7 C 0.009 -0.2 28.4 C 0.017 -0.3 D PM 21.6 C+ 22.2 C+ 0.031 1.6 22.8 C+ 0.046 2.7 AM 19.0 B- 21.9 C+ 0.020 1.6 21.7 C+ 0.031 2.4 D PM 13.8 B 15.0 B 0.032 0.8 15.8 B 0.062 2.0 AM 14.1 B 15.5 B 0.064 1.1 15.4 B 0.079 1.4 D PM 10.1 B+ 10.5 B+ 0.069 0.5 11.0 B+ 0.118 1.1 AM 24.2 C 34.7 C- 0.248 15.0 38.7 D+ 0.287 20.1 D PM 36.1 D+ 74.7 E 0.337 53.9 74.4 E 0.357 59.5 AM 71.1 E 97.1 F 0.112 42.9 96.8 F 0.114 43.6 D PM 64.1 E 90.9 F 0.121 46.0 89.7 F 0.112 42.3 AM 7.1 A 7.1 A 0.030 0.0 7.0 A 0.022 0.0 D PM 2.9 A 2.8 A 0.035 0.0 2.8 A 0.030 0.0 AM 5.2 A 5.4 A 0.033 0.3 5.4 A 0.025 0.2 D PM 4.0 A 4.1 A 0.032 0.1 4.1 A 0.027 0.1 AM 39.5 D 40.8 D 0.034 1.8 40.5 D 0.026 1.3 D PM 47.4 D 48.9 D 0.025 2.7 48.8 D 0.023 2.4 AM 38.6 D+ 41.6 D 0.016 5.7 40.8 D 0.012 4.3 D PM 23.5 C 23.7 C 0.026 0.6 23.6 C 0.024 0.5 AM 28.3 C 27.8 C 0.019 -0.2 27.8 C 0.027 -0.3 D PM 22.3 C+ 22.5 C+ 0.079 1.1 22.3 C+ 0.071 0.9 AM 40.6 D 41.3 D 0.011 0.0 41.2 D 0.009 0.0 D PM 53.0 D- 55 D- 0.022 4.0 55.5 E+ 0.026 4.9 AM 23.0 C 23.5 C 0.040 0.9 23.3 C 0.034 0.8 D PM 23.4 C 23.6 C 0.031 0.0 23.9 C 0.031 0.0 Table 133: Cumulative and Cumulative with Proposed Project and Housing Rich Alternative Intersection Levels of Service N Tantau Ave / Apple Parkway- AM 23.5 C 23.4 C 0.014 -0.1 23.4 C 0.024 -0.1 40 D Tantau 14 PM 27.2 C 28.7 C 0.053 4.5 28.6 C 0.051 4.3 AM 24.5 C 28.1 C 0.091 13.8 27.0 C 0.012 1.0 41 Tantau Avenue / Vallco Parkway D PM 28.8 C 34.9 C- 0.167 8.6 35.3 D+ 0.179 9.5 Stevens Creek Boulevard / Tantau AM 48.8 D 57.7 E+ 0.108 24.8 55.0 E+ 0.083 17.9 42 D Avenue PM 45.7 D 50.7 D 0.116 7.9 50.1 D 0.107 7.1 Stevens Creek Boulevard / Stern AM 108.7 F 152.5 F 0.067 61.1 141.6 F 0.052 47.7 43 D Avenue PM 100.5 F 150.1 F 0.074 75.0 144.4 F 0.068 68.2 Stevens Creek Boulevard / Calvert AM 138.3 F 184.9 F 0.060 62.4 173.9 F 0.047 48.5 44 E Drive/1-280 Ramps (west) PM 95.1 F 133.3 F 0.122 48.2 129.0 F 0.104 40.6 Stevens Creek Boulevard / Agilent AM 106.2 F 139.0 F 0.049 40.6 131.3 F 0.039 31.9 45 D Driveway PM 26.4 C 27.5 C 0.023 0.9 27.7 C 0.030 1.1 Stevens Creek Boulevard / AM 52.9 D- 77.2 E- 0.080 31.4 71.6 E 0.064 24.7 46 Lawrence Expressway Ramps E PM 25.3 C 26 C 0.040 1.2 26.4 C 0.054 1.7 (west) Lawrence Expressway / EI Camino AM 40.1 D 42.0 D 0.036 2.1 42.2 D 0.047 2.5 47 E Real PM 37.9 D+ 44.3 D 0.049 9.2 46.5 D 0.061 12.5 Lawrence Expressway / AM 98.9 F 101.6 F 0.008 3.2 102.4 F 0.012 4.8 48 E Homestead Road PM 94.7 F 100.3 F 0.025 9.7 101.1 F 0.03 11.3 Lawrence Expressway / AM 60.0 E 60.2 E 0.005 0.9 60.7 E 0.011 1.7 49 E Pruneridge Avenue PM 60.6 E 62.3 E 0.010 1.8 62.8 E 0.012 2.7 Stevens Creek Boulevard / AM 35 C- 36.9 D+ 0.051 2.3 36.8 D+ 0.045 2.3 50 E Lawrence Exwy Ramps (east) PM 29.3 C 29.9 C 0.020 0.4 30.0 C 0.020 0.4 Lawrence Exwy / Calvert Drive -I- AM 83.3 F 88.8 F 0.022 6.7 87.3 F 0.022 4.8 51 E 280 SB Ramp PM 86.0 F 86.3 F 0.029 0.7 86.2 F 0.026 0.6 Table 133: Cumulative and Cumulative with Proposed Project and Housing Rich Alternative Intersection Levels of Service AM 46.0 D 51.5 D- 0.016 7.2 49.9 D 0.012 5.1 52 Lawrence Expressway / Mitty Way E PM 19.3 B- 19.7 B- 0.018 0.6 19.7 B- 0.014 0.5 Lawrence Expressway / Bollinger AM 113.7 F 126.6 F 0.016 10.8 122.5 F 0.012 7.7 53 E Road PM 94.5 F 101.4 F 0.029 11.4 99.9 F 0.025 9.1 Lawrence Expressway / Doyle AM 41.6 D 42.5 D 0.011 1.6 42.2 D 0.008 1.0 54 E Road PM 15.7 B 15.9 B 0.034 0.2 15.9 B 0.027 0.1 Lawrence Expressway / Prospect AM 53.6 D- 61.3 E 0.029 12.7 58.7 E+ 0.021 8.4 55 E Road PM 48.2 D 50.2 D 0.032 3.8 49.7 D 0.025 2.7 Lawrence Expressway / Saratoga AM 44.2 D 46.4 D 0.046 3.6 45.5 D 0.033 2.2 56 E Avenue PM 56.0 E+ 59.2 E+ 0.018 5.7 58.6 E+ 0.015 4.7 AM 46.2 D 46.0 D 0.010 -3.8 46.0 D 0.000 -4.4 57 Saratoga Avenue / Cox Avenue D PM 39.7 D 41.3 D 0.032 3.6 40.9 D 0.025 2.7 Saratoga Avenue / SR 85 Ramps AM 21.1 C+ 22.0 C+ 0.033 0.8 21.7 C+ 0.024 0.6 58 C (north) PM 27.5 C 27.8 C 0.025 0.5 27.7 C 0.019 0.4 Saratoga Avenue / SR 85 Ramps AM 17.4 B 17.6 B 0.005 0.2 17.6 B 0.004 0.1 59 C (south) PM 19.9 B- 20.2 C+ 0.027 0.3 20.2 C+ 0.014 0.2 Stevens Creek Boulevard / Cabot AM 42.6 D 44.4 D 0.018 2.7 44.0 D 0.015 2.1 60 D Avenue PM 58.4 E+ 68.3 E 0.022 14.6 67.9 E 0.021 14.0 Stevens Creek Boulevard / Cronin AM 28.4 C 28.5 C 0.008 0.0 28.3 C 0.011 -0.1 61 D Drive -Albany Drive PM 24.1 C 24.6 C 0.022 0.7 24.6 C 0.023 0.7 Stevens Creek Boulevard / AM 18.6 B- 19.4 B- 0.012 0.6 19.1 B- 0.013 0.3 62 D Woodhams Road PM 21.7 C+ 22.6 C+ 0.020 1.4 22.6 C+ 0.024 1.4 Stevens Creek Boulevard / Kiely AM 40.1 D 40.3 D 0.010 0.3 40.3 D 0.010 0.3 63 D Boulevard PM 36.0 D+ 36.1 D+ 0.008 0.0 36.1 D+ 0.008 0.0 AM 10.3 B+ 19.5 B- 0.294 14.0 21.1 C+ 0.271 14.7 64 Vallco Parkway/ Perimeter Road D PM 16.4 B 28.1 C 0.394 13.4 29.6 C 0.430 15.9 Table 133: Cumulative and Cumulative with Proposed Project and Housing Rich Alternative Intersection Levels of Service Lawrence Expressway/Kifer Road AM 66.2 E 69.4 E 0.013 9.3 69.2 E 0.014 8.9 65 E Avenue PM 74.6 E 76.0 E- 0.012 2.7 77.5 E- 0.023 5.5 Lawrence Expressway/Reed AM 73.5 E 74.8 E 0.004 2.0 76.5 E- 0.010 4.6 66 E Avenue -Monroe Street PM 84.9 F 87.1 F 0.014 4.4 88.5 F 0.020 6.9 Lawrence Expressway/ Cabrillo AM 35.9 D+ 36.5 D+ 0.022 1.1 37.0 D+ 0.020 0.9 67 E Avenue PM 35.0 D+ 36.2 D+ 0.017 0.0 37.2 D+ 0.019 0.1 Notes: Bold text indicates intersection operates at unacceptable level of service. Bold and highlighted text indicates a significant impact as discussed in Chapter 8. 1. LOS Threshold is the lowest acceptable LOS (the threshold between acceptable and unacceptable level of service) as described in Chapter 2. 2. AM = morning peak hour, PM = evening peak hour. 3. Cumulative presents the delay and LOS for intersections using existing intersection geometry and existing traffic counts. 4. Whole intersection weighted average control delay expressed in seconds per vehicle calculated using methods described in the 2000 Highway Capacity Manual, with adjusted saturation flow rates to reflect Santa Clara County Conditions for signalized intersections. 5. LOS = Level of Service. LOS calculations conducted using the TRAFFIX analysis software packages, which applies the methods described in the 2000 Highway Capacity Manual. 6. Change in critical volume to capacity ratio between Cumulative and Cumulative with Project Conditions. 7. Change in average critical movement delay between Cumulative and Cumulative with Project Conditions. Source: Fehr & Peers, May 2018. Attachment E: Freeway Level of Service Tables I ante ti. txlsting rreeway LUb wren Housing Klcn Alternative - Am reaK verba mber of Lanes . Max .- .V D- Mixed HOV Mixed Mixed HOV. DensityMiles .V MIF HOV MF HOV. . 17 0 50 0 E n/a 4400 0 0.0039 0.0000 NO NO SR 17 NB Saratoga Av. Lark Av. 1.81 2 0 50 0 E 0 42 0 4200 0 SR 17 NB Lark Av. SR 85 0.46 2 0 32 0 D 0 64 0 4100 0 22 0 32 0 D n/a 4400 0 0.0050 0.0000 NO NO SR 85 NB Union Av. S. Bascom Av. 1.13 2 1 91 100 F F 17 14 3100 1400 22 4 92 100 F F 4600 1650 0.0048 0.0024 NO NO SR 85 NB S. Bascom Av. SR 17 0.27 2 1 114 116 F F 10 10 2280 1160 30 5 116 117 F F 4600 1650 0.0065 0.0030 NO NO Winchester SR 85 NB SR 17 Blvd. 0.5 2 1 117 122 F F 10 9 2340 1100 40 7 119 123 F F 4600 1650 0.0087 0.0042 NO NO Winchester SR 85 NB Saratoga Av. 2.68 2 1 81 65 F F 21 29 3410 1890 54 9 82 65 F F 4600 1650 0.0117 0.0055 YES NO Blvd. Saratoga- SR 85 NB Saratoga Av. 2.19 2 1 64 50 F E 30 42 3840 2100 116 21 66 51 F E 4600 1650 0.0252 0.0127 YES NO Sunnyvale Rd. Saratoga- Stevens Creek SR 85 NB Sunnyvale Rd. Blvd. 1.83 2 1 49 33 E D 43 64 4220 2120 0 0 49 33 E D 4600 1650 0.0000 0.0000 NO NO Stevens Creek SR 85 NB Blvd. 1-280 0.75 2 1 72 106 F F 25 12 3600 1280 42 7 73 107 F F 4600 1650 0.0091 0.0042 NO NO W. SR 85 NB 1-280 Homestead 0.34 2 1 111 126 F F 11 8 2940 1010 31 6 135 127 F F 4600 1650 0.0067 0.0036 NO NO Rd. W. SR 85 NB Homestead W. Fremont 1 2 1 103 109 F F 13 12 2680 1310 24 4 104 110 F F 4600 1650 0.0052 0.0024 NO NO Rd. Av. 1-280 EB Alpine Rd. Page Mill Rd. 2.25 4 0 29 0 D 0 65 0 7540 0 66 0 29 0 D n/a 9200 0 0.0072 0.0000 NO NO LLaBarranca 1-280 EB Page Mill Rd. 1.73 4 0 22 0 C 0 66 0 5810 0 110 0 22 0 C n/a 9200 0 0.0120 0.0000 NO NO R. La Barranca 1-280 EB EI Monte Rd 1.6 4 0 15 0 B 0 67 0 3990 0 110 0 15 0 B n/a 9200 0 0.0120 0.0000 NO NO Rd.. Magdalena 1-280 EB EI Monte Rd. 0.95 4 0 24 0 C 0 66 0 6340 0 169 0 25 0 C n/a 9200 0 0.0184 0.0000 NO NO Magdalena Foothill 1-280 EB Av. Expwy. 2.65 3 1 25 10 C A 66 67 4950 670 186 25 26 10 C A 6900 1650 0.0270 0.0152 NO NO Foothill 1-280 EB Expwy. SR 85 0.7 3 1 23 11 C A 66 67 4560 740 227 37 24 12 C B 6900 1650 0.0329 0.0224 NO NO 1-280 EB SR 85 De Anza Blvd. 1.31 3 1 22 12 C B 66 67 4360 810 280 50 23 13 C B 6900 1650 0.0406 0.0303 NO NO 1-280 EB De Anza Blvd. Wolfe Rd. 1.06 3 1 22 22 C C 66 66 4360 1460 237 42 23 23 C C 6900 1650 0.0343 0.0255 NO NO Lawrence 1-280 EB Wolfe Rd. 1.24 3 1 21 12 C B 66 67 4160 810 134 24 22 12 C B 6900 1650 0.0194 0.0145 NO NO Expwy. Lawrence 1-280 EB Saratoga Av. 1.19 3 1 37 14 D B 59 67 6550 940 172 25 38 14 D B 6900 1650 0.0249 0.0152 NO NO Expwy. Winchester 1-280 EB Saratoga Av. 1.37 3 1 34 13 D B 63 67 6430 880 156 21 35 13 D B 6900 1650 0.0226 0.0127 NO NO Blvd. Winchester 1-280 EB Blvd 1-880 0.55 3 1 22 16 C B 66 67 4360 1080 135 24 23 16 C B 6900 1650 0.0196 0.0145 NO NO 1-280 EB 1-880 Meridian Av. 1.4 3 1 23 12 C B 66 67 4560 810 68 12 23 12 C B 6900 1650 0.0099 0.0073 NO NO 1-280 EB Meridian Av. Bird Av. 1.07 4 0 46 0 D 0 47 0 8650 0 60 0 46 0 D n/a 9200 0 0.0065 0.0000 NO NO 1-280 EB Bird Av. SR 87 0.35 4 0 21 0 C 0 66 0 5550 0 54 0 21 0 C n/a 9200 0 0.0059 0.0000 NO NO Stevens Creek 1-880 NB 1-280 0.41 3 0 98 0 F 0 15 0 4410 0 59 0 99 0 F n/a 6900 0 0.0086 0.0000 NO NO Blvd. Stevens Creek 1-880 NB N. Bascom Av. 0.84 3 0 116 0 F 0 10 0 3480 0 53 0 118 0 F n/a 6900 0 0.0077 0.0000 NO NO Blvd. 1-880 NB N. Bascom Av. The Alameda 0.82 3 0 68 0 F 0 27 0 5510 0 40 0 69 0 F n/a 6900 0 0.0058 0.0000 NO NO 1-880 NB The Alameda Coleman Av. 0.59 3 0 95 0 F 0 15 0 4280 0 30 0 96 0 F n/a 6900 0 0.0043 0.0000 NO NO SR 17 SB SR 85 Lark Av. 0.46 2 0 19 0 C 0 66 0 2510 0 10 0 19 0 C n/a 4400 0 0.0023 0.0000 NO NO SR 17 SB Lark Av. Saratoga Av. 1.81 2 0 54 0 E 0 38 0 4110 0 8 0 54 0 E n/a 4400 0 0.0018 0.0000 NO NO W. SR 85 5B W. Fremont Homestead 1 2 1 39 18 D B 57 67 4450 1210 38 7 39 18 D B 4600 1650 0.0083 0.0042 NO NO Av. Rd. W. SR 85 5B Homestead 1-280 0.41 2 1 17 9 B A 67 67 2270 610 51 9 17 9 B A 4600 1650 0.0111 0.0055 NO NO Rd. Stevens Creek SR 85 SB 1-280 Blvd. 0.75 2 1 14 9 B A 67 67 2240 610 68 12 17 9 B A 4600 1650 0.0148 0.0073 NO NO Stevens Creek Saratoga- SR 85 SB Blvd. Sunnyvale Rd. 1.83 2 1 15 7 B A 67 67 2000 470 0 0 15 7 B A 4600 1650 0.0000 0.0000 NO NO Saratoga- SR 85 SB Saratoga Av. 2.19 2 1 18 8 B A 67 67 2400 540 41 7 18 8 B A 4600 1650 0.0089 0.0042 NO NO Sunnyvale Rd. Winchester SR 85 SB Saratoga Av. 2.68 2 1 24 7 C A 66 67 3170 470 10 1 24 7 C A 4600 1650 0.0022 0.0006 NO NO Blvd. Winchester SR 85 SB Blvd. SR 17 0.5 2 1 12 10 B A 67 67 1600 670 8 2 12 10 B A 4600 1650 0.0017 0.0012 NO NO SR 85 SB SR 17 S. Bascom Av. 0.27 2 1 18 11 B A 67 67 2400 740 4 1 18 11 B A 4600 1650 0.0009 0.0006 NO NO SR 85 SB S. Bascom Av. Union Av. 1.13 2 1 22 7 C A 66 67 2910 470 3 1 22 7 C A 4600 1650 0.0007 0.0006 NO NO 1-280 WB SR 87 Bird Av. 0.35 4 0 102 0 F 0 13 0 5310 0 106 0 104 0 F n/a 9200 0 0.0115 0.0000 YES NO 1-280 WB Bird Av. Meridian Av. 1.07 4 0 102 0 F 0 13 0 5310 0 118 0 104 0 F n/a 9200 0 0.0128 0.0000 YES NO I-280 WB Meridian Av. 1-880 1.4 3 1 114 103 F F 10 13 3880 1340 133 24 134 105 F F 6900 1650 0.0193 0.0145 YES YES Winchester 1-280 WB 1-880 Blvd. 0.55 3 1 107 95 F F 12 15 3860 1430 267 47 115 98 F F 6900 1650 0.0387 0.0285 YES YES Winchester 1-280 WB Saratoga Av. 1.37 3 1 90 82 F F 17 20 4590 1640 297 52 96 85 F F 6900 1650 0.0430 0.0315 YES YES Blvd Lawrence 1-280 WB Saratoga Av. 1.19 3 1 78 70 F F 22 26 5150 1820 330 58 83 72 F F 6900 1650 0.0478 0.0352 YES YES Expwy. Lawrence 1-280 WB Wolfe Rd. 1.24 3 1 72 70 F F 25 26 5400 1820 265 47 76 72 F F 6900 1650 0.0384 0.0285 YES YES Expwy. 1-280 WB Wolfe Rd. De Anza Blvd. 1.06 3 1 75 48 F E 24 45 5400 2160 144 25 77 49 F E 6900 1650 0.0209 0.0152 YES NO 1-280 WB De Anza Blvd. SR 85 1.31 3 1 76 46 F D 23 47 5250 2170 178 31 79 47 F E 6900 1650 0.0258 0.0188 YES NO Foothill 1-280 WB SR 85 Expwy. 0.7 3 1 70 60 F F 26 33 5460 1980 142 25 72 61 F F 6900 1650 0.0206 0.0152 YES YES Foothill Magdalena 1-280 WB Expwy. Av. 2.65 3 1 48 56 E E 45 36 6480 2020 114 20 49 57 E E 6900 1650 0.0165 0.0121 NO NO 1-280 WB EI Monte Rd. 0.95 4 0 51 0 E 0 41 0 8370 0 107 0 52 0 E n/a 9200 0 0.0116 0.0000 NO NO AMagdalena LLaBarranca 1-280 WB EI Monte Rd. 1.6 4 0 50 0 E 0 42 0 8400 0 86 0 51 0 E n/a 9200 0 0.0093 0.0000 NO NO R. LLaBarranca 1-280 WB Page Mill Rd. 1.73 4 0 35 0 D 0 62 0 8680 0 86 0 35 0 D n/a 9200 0 0.0093 0.0000 NO NO R. 1-280 WB Page Mill Rd. Alpine Rd. 2.25 4 0 21 0 C 0 66 0 5550 0 52 0 21 0 C n/a 9200 0 0.0057 0.0000 NO NO 1-880 SB Coleman Av. The Alameda 0.59 3 0 31 0 D 0 65 0 6050 0 60 0 31 0 D n/a 6900 0 0.0087 0.0000 NO NO 1-880 SB The Alameda N. Bascom Av. 0.82 3 0 30 0 D 0 65 0 5850 0 80 0 30 0 D n/a 6900 0 0.0116 0.0000 NO NO Stevens Creek SB N. Bascom Av. 0.84 3 0 67 0 F 0 28 0 5630 0 106 0 68 0 F n/a 6900 0 0.0154 0.0000 YES NO Blvd. �-880 Stevens Creek SB 1-280 0.41 3 0 24 0 C 0 66 0 4760 0 118 0 25 0 C n/a 6900 0 0.0171 0.0000 NO NO Blvd.880 I ante tL. txlsting rreeway LUb wren Housing Kicn Alternative- vivl reaK verba Mi es umber Wed of Lanes . Max .- .V D- Mixed HOV Mixed Mixed HOV. DensityF� .V IVIF HOV MF HOV. . loom 9 0 24 0 C n/a 4400 0 0.0020 0.0000 NO NO SR 17 NB Saratoga Av. Lark Av. 1.81 2 0 24 0 C 0 66 0 3170 0 SR 17 NB Lark Av. SR 85 0.46 2 0 20 0 C 0 66 0 2640 0 12 0 20 0 C n/a 4400 0 0.0027 0.0000 NO NO SR 85 NB Union Av. S. Bascom Av. 1.13 2 1 24 14 C B 66 70 3170 980 3 1 24 14 C B 4600 1650 0.0007 0.0006 NO NO SR 85 NB S. Bascom Av. SR 17 0.27 2 1 16 22 B C 67 70 2130 1540 4 1 16 22 B C 4600 1650 0.0009 0.0006 NO NO Winchester SR 85 NB SR 17 Blvd. 0.5 2 1 15 8 B A 67 70 2000 560 8 2 15 8 B A 4600 1650 0.0017 0.0012 NO NO Winchester SR 85 NB Saratoga Av. 2.68 2 1 31 10 D A 65 70 4030 700 9 2 31 10 D A 4600 1650 0.0020 0.0012 NO NO Blvd. Saratoga- SR 85 NB Saratoga Av. 2.19 2 1 21 9 C A 66 70 2780 630 51 9 21 9 C A 4600 1650 0.0111 0.0055 NO NO Sunnyvale Rd. Saratoga- Stevens Creek SR 85 NB Sunnyvale Rd. Blvd. 1.83 2 1 22 7 C A 66 70 2910 490 0 0 22 7 C A 4600 1650 0.0000 0.0000 NO NO Stevens Creek SR 85 NB Blvd. 1-280 0.75 2 1 10 13 A B 67 70 1340 910 76 14 11 13 A B 4600 1650 0.0165 0.0085 NO NO W. SR 85 NB 1-280 Homestead 0.34 2 1 15 4 B A 67 70 2400 280 61 7 18 4 B A 4600 1650 0.0133 0.0042 NO NO Rd. W. SR 85 NB Homestead W. Fremont 1 2 1 41 13 D B 54 70 4430 910 43 8 41 13 D B 4600 1650 0.0093 0.0048 NO NO Rd. Av. 1-280 EB Alpine Rd. Page Mill Rd. 2.25 4 0 29 0 D 0 65 0 7540 0 49 0 29 0 D n/a 9200 0 0.0053 0.0000 NO NO LLaBarranca 1-280 EB Page Mill Rd. 1.73 4 0 83 0 F 0 20 0 6640 0 82 0 84 0 F n/a 9200 0 0.0089 0.0000 NO NO R. LLaBarranca 1-280 EB EI Monte Rd. 1.6 4 0 79 0 F 0 22 0 6960 0 82 0 80 0 F n/a 9200 0 0.0089 0.0000 NO NO R. Magdalena 1-280 EB EI Monte Rd. 0.95 4 0 75 0 F 0 24 0 7200 0 126 0 76 0 F n/a 9200 0 0.0137 0.0000 YES NO Magdalena Foothill 1-280 EB Av. Expwy. 2.65 3 1 31 22 D C 65 70 6050 1540 134 24 32 22 D C 6900 1650 0.0194 0.0145 NO NO Foothill 1-280 EB Expwy. SR 85 0.7 3 1 71 40 F D 26 60 5540 2400 168 30 73 41 F D 6900 1650 0.0243 0.0182 YES NO 1-280 EB SR 85 De Anza Blvd. 1.31 3 1 106 83 F F 12 20 3820 1660 210 37 112 85 F F 6900 1650 0.0304 0.0224 YES YES 1-280 EB De Anza Blvd. Wolfe Rd. 1.06 3 1 74 63 F F 24 40 5330 2520 175 31 76 64 F F 6900 1650 0.0254 0.0188 YES YES Lawrence 1-280 EB Wolfe Rd. 1.24 3 1 61 42 F D 32 60 5860 2520 322 57 64 43 F D 6900 1650 0.0467 0.0345 YES NO Expwy. Lawrence 1-280 EB Saratoga Av. 1.19 3 1 77 52 F E 23 40 5320 2080 400 71 83 54 F E 6900 1650 0.0580 0.0430 YES NO Expwy. Winchester 1-280 EB Saratoga Av. 1.37 3 1 96 63 F F 15 40 4320 2520 360 64 104 65 F F 6900 1650 0.0522 0.0388 YES YES Blvd. Winchester 1-280 EB Blvd. 1-880 0.55 3 1 101 67 F F 14 30 4250 2010 325 57 109 69 F F 6900 1650 0.0471 0.0345 YES YES 1-280 EB 1-880 Meridian Av. 1.4 3 1 102 81 F F 13 30 3980 2430 162 29 106 82 F F 6900 1650 0.0235 0.0176 YES YES 1-280 EB Meridian Av. Bird Av. 1.07 4 0 104 0 F 0 13 0 5410 0 143 0 107 0 F n/a 9200 0 0.0155 0.0000 YES NO 1-280 EB Bird Av. SR 87 0.35 4 0 79 0 F 0 22 0 6960 0 129 0 81 0 F n/a 9200 0 0.0140 0.0000 YES NO Stevens Creek 1-880 NB 1-280 0.41 3 0 11 0 A 0 67 0 2220 0 143 0 12 0 B n/a 6900 0 0.0207 0.0000 NO NO Blvd. Stevens Creek 1-880 NB N. Bascom Av. 0.84 3 0 78 0 F 0 22 0 5150 0 129 0 80 0 F n/a 6900 0 0.0187 0.0000 YES NO Blvd. 1-880 NB N. Bascom Av. The Alameda 0.82 3 0 101 0 F 0 14 0 4250 0 97 0 104 0 F n/a 6900 0 0.0141 0.0000 YES NO 1-880 NB The Alameda Coleman Av. 0.59 3 0 124 0 F 0 8 0 2980 0 73 0 127 0 F n/a 6900 0 0.0106 0.0000 YES NO SR 17 SB SR 85 Lark Av. 0.46 2 0 74 0 F 0 24 0 3560 0 38 0 75 0 F n/a 4400 0 0.0086 0.0000 NO NO SR 17 SB Lark Av. Saratoga Av. 1.81 2 0 73 0 F 0 25 0 3650 0 29 0 74 0 F n/a 4400 0 0.0066 0.0000 NO NO W. SR 85 SB W. Fremont Homestead 1 2 1 52 40 E D 40 60 4160 2400 28 5 52 40 E D 4600 1650 0.0061 0.0030 NO NO Av. Rd. W. SR 85 SB Homestead 1-280 0.41 2 1 21 29 C D 66 70 2780 2030 37 7 21 29 C D 4600 1650 0.0080 0.0042 NO NO Rd. Stevens Creek SR 85 SB 1-280 Blvd. 0.75 2 1 82 108 F F 20 20 3940 2160 50 9 100 108 F F 4600 1650 0.0109 0.0055 YES NO Stevens Creek Saratoga- SR 85 SB Blvd. Sunnyvale Rd. 1.83 2 1 97 71 F F 15 30 2910 2130 0 0 97 71 F F 4600 1650 0.0000 0.0000 NO NO Saratoga- SR 85 SB Saratoga Av. 2.19 2 1 73 54 F E 25 40 3650 2160 124 22 75 55 F E 4600 1650 0.0270 0.0133 YES NO Sunnyvale Rd. Winchester SR 85 SB Saratoga Av. 2.68 2 1 58 39 E D 35 60 4060 2340 49 9 59 39 F D 4600 1650 0.0107 0.0055 YES NO Blvd. Winchester SR 85 SB Blvd. SR 17 0.5 2 1 94 46 F D 16 50 3010 2300 44 8 95 46 F D 4600 1650 0.0096 0.0048 NO NO SR 85 SB SR 17 S. Bascom Av. 0.27 2 1 122 88 F F 9 20 2200 1760 22 4 123 88 F F 4600 1650 0.0048 0.0024 NO NO SR 85 SB S. Bascom Av. Union Av. 1.13 2 1 99 65 F F 14 30 2780 1950 17 3 100 65 F F 4600 1650 0.0037 0.0018 NO NO 1-280 WB SR 87 Bird Av. 0.35 4 0 84 0 F 0 19 0 6390 0 75 0 85 0 F n/a 9200 0 0.0082 0.0000 NO NO 1-280 WB Bird Av. Meridian Av. 1.07 4 0 39 0 D 0 57 0 8900 0 83 0 39 0 D n/a 9200 0 0.0090 0.0000 NO NO I-280 WB Meridian Av. 1-880 1.4 3 1 21 10 C A 66 70 4720 700 96 14 24 10 C A 6900 1650 0.0139 0.0085 NO NO Winchester 1-280 WB 1-880 Blvd. 0.55 3 1 43 20 D C 51 70 6580 1400 186 33 44 20 D C 6900 1650 0.0270 0.0200 NO NO Winchester 1-280 WB Saratoga Av. 1.37 3 1 40 16 D B 55 70 6600 1120 208 35 41 17 D B 6900 1650 0.0301 0.0212 NO NO Blvd Lawrence 1-280 WB Saratoga Av. 1.19 3 1 27 15 D B 66 70 5310 1050 229 41 28 16 D B 6900 1650 0.0332 0.0248 NO NO Expwy. Lawrence 1-280 WB Wolfe Rd. 1.24 3 1 25 12 C B 66 70 4950 840 186 31 26 12 C B 6900 1650 0.0270 0.0188 NO NO Expwy. 1-280 WB Wolfe Rd. De Anza Blvd. 1.06 3 1 27 14 D B 66 70 5310 980 264 47 28 15 D B 6900 1650 0.0383 0.0285 NO NO 1-280 WB De Anza Blvd. SR 85 1.31 3 1 27 10 D A 66 70 5310 700 339 45 29 11 D A 6900 1650 0.0491 0.0273 NO NO Foothill 1-280 WB SR 85 Expwy. 0.7 3 1 28 12 D B 66 70 5510 840 266 41 29 13 D B 6900 1650 0.0386 0.0248 NO NO Foothill Magdalena 1-280 WB Expwy. Av. 2.65 3 1 23 13 C B 66 70 4560 910 209 37 24 14 C B 6900 1650 0.0303 0.0224 NO NO 1-280 WB EI Monte Rd. 0.95 4 0 33 0 D 0 64 0 8450 0 197 0 34 0 D n/a 9200 0 0.0214 0.0000 NO NO AMagdalena LLaBarranca 1-280 WB EI Monte Rd. 1.6 4 0 20 0 C 0 66 0 5280 0 158 0 21 0 C n/a 9200 0 0.0172 0.0000 NO NO R. LLaBarranca 1-280 WB Page Mill Rd. 1.73 4 0 22 0 C 0 66 0 5810 0 158 0 23 0 C n/a 9200 0 0.0172 0.0000 NO NO R. 1-280 WB Page Mill Rd. Alpine Rd. 2.25 4 0 66 0 F 0 29 0 7660 0 95 0 67 0 F n/a 9200 0 0.0103 0.0000 YES NO 1-880 SB Coleman Av. The Alameda 0.59 3 0 89 0 F 0 18 0 4810 0 42 0 90 0 F n/a 6900 0 0.0061 0.0000 NO NO 1-880 SB The Alameda N. Bascom Av. 0.82 3 0 56 0 E 0 36 0 6050 0 56 0 57 0 E n/a 6900 0 0.0081 0.0000 NO NO Stevens Creek SB N. Bascom Av. 0.84 3 0 45 0 D 0 48 0 6480 0 74 0 46 0 D n/a 6900 0 0.0107 0.0000 NO NO Blvd. �-880 Stevens Creek SB 1-280 0.41 3 0 26 0 C 0 66 0 5150 0 82 0 26 0 C n/a 6900 0 0.0119 0.0000 NO NO Blvd.880 Table E3. Background Freeway LOS with Housing Rich Alternative - AM Peak Period Freeway Direction From To Segment Characteristics Lanes Capacity AM Volume AM VIC Background AM AM Speed (mph) AM Density AM LOS AM Project Trips AM Volume Background with Housing Rich Alternative AM AM VIC AM Density AM LOS AM Impact? Mixed Flow HOV MF HOV MF HOV MF HOV Auxiliary Mixed Flow Total MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV Union Av. S. Bascom Av. 2 1 4600 1650 6115 1754 1.329 1.063 27.709 25.861 26.191 7.581 77.826 231.373 F F 22 4 6137 1758 1.334 1.065 78.106 231.900 F F S. Bascom Av. SR 17 2 1 4600 1650 4933 1754 1.072 1.063 50.813 50.813 7.588 48.541 231.154 F F 30 5 4963 1759 1.079 1.066 48.836 231.812 F F SR 17 Winchester Blvd. 2 1 4600 1650 5003 1754 1 1.088 1.063 32.814 32.814 7.046 1 76.234 248.922 1 F F 40 7 5043 1761 1.096 1.067 76.843 249.916 F F Winchester Blvd. Saratoga Av. 2 1 4600 1650 5370 1993 1.167 1.208 17.943 17.943 38.180 149.645 52.200 F F 54 9 5424 2002 1.179 1.213 151.150 52.436 F F YES NB Saratoga Av. Saratoga -Sunnyvale Rd. 2 1 4600 1650 5187 1878 1.128 1.138 21.080 21.080 22.254 123.032 84.391 F F 116 21 5303 1899 1.153 1.151 125.783 85.335 F F YES YES Saratoga -Sunnyvale Rd. Stevens Creek Blvd. 2 1 4600 1650 4781 1679 1.039 1.018 17.578 17.578 7.089 135.991 236.834 F F 0 0 4781 1679 1.039 1.018 135.991 236.834 F F Stevens Creek Blvd. 1-280 2 1 4600 1650 4999 1216 1.087 0.737 55.893 56.640 56.404 3.235 22.157 375.908 F C 42 7 5041 1223 1.096 0.741 22.343 378.072 F C 1-280 W. Homestead Rd. 2 1 4600 1650 4828 1305 1.050 0.791 38.982 45.499 44.218 1.727 36.396 755.738 F C 31 6 4859 1311 1.056 0.795 36.629 759.212 F C W. Homestead Rd. W. Fremont Av. 2 1 4600 1650 5124 1305 1.114 0.791 30.634 40.847 38.786 10.028 44.036 130.136 F C 24 4 5148 1309 1.119 0.793 44.243 130.535 F C SR 85 W. Fremont Av. W. Homestead Rd. 2 1 4600 1650 4593 1264 1 0.998 0.766 38.388 51.588 48.802 4.367 31.372 289.456 E C 38 7 4631 1271 1.007 0.770 31.631 291.059 F C YES W. Homestead Rd. 1-280 2 1 4600 1650 2994 1264 0.651 0.766 58.840 1 58.840 4.099 25.442 308.336 B C 51 1 9 3045 1273 0.662 0.772 25.875 310.531 B C 1-280 Stevens Creek Blvd. 3 1 4600 1650 4048 1004 0.880 0.608 54.253 55.096 54.984 1.955 18.405 513.542 D B 69 11 4117 1015 0.895 0.615 18.719 519.168 D B Stevens Creek Blvd. Saratoga -Sunnyvale Rd. 2 1 4600 1650 3367 1240 0.732 0.752 33.155 33.155 4.919 50.777 252.102 C C 0 0 3367 1240 0.732 0.752 50.777 252.102 C C SB Saratoga -Sunnyvale Rd. Saratoga Av. 1 2 1 4600 1650 3114 1347 0.677 0.816 38.971 38.971 12.670 39.952 106.315 B D 41 7 1 3155 1354 0.686 0.821 40.478 106.867 B D Saratoga Av. Winchester Blvd. 2 1 4600 1650 3532 1349 0.768 0.818 35.689 35.689 23.264 49.483 57.986 C D 9 2 3541 1351 0.770 0.819 49.609 58.072 C D Winchester Blvd. SR 17 2 1 4600 1650 3062 943 0.666 0.572 57.000 57.000 3.777 26.860 249.670 B A 8 2 3070 945 0.667 0.573 26.930 250.200 B A SR 17 S. Bascom Av. 2 1 4600 1650 2093 943 0.455 0.572 64.374 64.374 4.562 16.257 206.689 A A 4 1 2097 944 0.456 0.572 16.288 206.909 A A S. Bascom Av. Union Av. 2 1 4600 1650 3959 943 0.861 0.572 49.472 49.498 49.493 3.601 26.664 261.843 D A 1 3 1 3962 944 0.861 0.572 26.684 262.120 D A NB Saratoga Av. Lark Av. 3 6900 4509 0.653 44.413 44.413 33.841 B 17 4526 0.656 33.969 B SR 17 Lark Av. SR 85 3 6900 4521 0.655 28.573 56.861 46.822 19.311 B 22 4543 0.658 19.405 B SR 85 Lark Av. 2 4400 4371 0.993 26.191 27.972 27.609 52.773 E 10 4381 0.996 52.894 E SB Lark Av. Saratoga Av. 2 1 4400 4591 1.043 28.729 28.729 79.902 F 8 4599 1.045 80.042 F Alpine Rd. Page Mill Rd. 4 9200 8045 0.874 35.918 35.918 55.996 D 66 8111 0.882 56.455 D Page Mill Rd. La Barranca Rd. 4 9200 6940 0.754 47.200 47.200 36.759 C 110 7050 0.766 37.341 C La Barranca Rd.. EI Monte Rd 4 9200 6940 0.754 47.200 47.200 36.759 C 110 7050 0.766 37.341 C EI Monte Rd. Magdalena Av. 3 9200 6175 0.671 64.819 39.362 40.967 37.683 B 169 6344 0.690 38.714 B Magdalena Av. Foothill Expwy. 3 1 6900 1650 4856 787 0.704 0.477 43.091 43.091 14.269 37.564 55.156 C A 192 19 5048 806 0.732 0.488 39.049 56.488 C A Foothill Expwy. SR 85 3 1 6900 1650 6512 957 0.944 0.580 30.676 37.356 36.341 4.267 44.797 224.300 E A 240 24 6752 981 0.979 0.595 46.448 229.925 E A SR 85 De Anza Blvd. 3 1 6900 1 1650 5701 575 0.826 0.348 47.894 48.671 48.559 6.253 29.351 91.956 D A 299 31 6000 606 0.870 0.367 30.891 96.913 D A EB De Anza Blvd. Wolfe Rd. 3 1 6900 1650 5618 604 0.814 0.366 35.473 35.473 9.865 52.791 61.230 D A 237 42 5855 646 0.849 0.392 55.018 65.487 D A Wolfe Rd. Lawrence Expwy. 3 1 6900 1650 5549 565 0.804 0.342 64.361 46.806 48.266 5.114 28.742 110.470 D A 134 24 5683 589 0.824 0.357 29.436 115.163 D A Lawrence Expwy. Saratoga Av. 3 1 6900 1650 6437 612 0.933 0.371 30.337 43.776 41.605 12.137 38.679 50.423 E A 167 30 6604 642 0.957 0.389 39.683 52.895 E A Saratoga Av. Winchester Blvd. 3 1 6900 1650 6659 732 0.965 0.444 29.039 33.646 32.958 17.821 50.511 41.074 E A 150 27 6809 759 0.987 0.460 51.649 42.589 E A Winchester Blvd. 1-880 3 1 6900 1650 5770 643 0.836 0.390 43.052 43.909 43.786 8.091 32.945 79.474 D A 135 24 5905 667 0.856 0.404 33.715 82.440 D A 1-880 Meridian Av. 4 1 6900 1650 5718 1083 0.829 0.656 54.899 54.899 4.528 26.039 239.188 D B 70 1 10 5788 1093 0.839 0.662 26.358 241.397 D B Meridian Av. Bird Av. 5 1 6900 1 1650 7994 1.159 23.221 52.321 48.545 53.381 27.445 0.000 F 60 0 8054 0 1.167 27.651 F Bird Av. SR 87 4 1 6900 1650 5931 0.860 29.400 58.090 51.157 58.140 19.323 0.000 D 54 0 5985 0 0.867 19.499 D 1-280 SR 87 Bird Av. 4 1 9200 1650 9712 1.056 29.849 44.009 42.562 35.229 45.637 0.000 F 106 0 9818 0 1.067 46.135 FYES Bird Av. Meridian Av. 5 1 9200 1650 10270 1.116 28.106 41.668 40.241 25.892 42.536 0.000 F 118 0 10388 0 1.129 43.024 FBE YES Meridian Av. 1-880 4 1 6900 1650 8392 1629 1.216 0.987 32.994 32.994 3.902 63.588 417.502 F E 141 16 8533 1645 1.237 0.997 64.656 421.602 FYES 1-880 Winchester Blvd. 3 1 6900 1650 6686 1702 0.969 1.032 24.495 24.495 11.655 90.986 146.028 E F 267 47 6953 1749 1.008 1.060 94.620 150.060 FYES YES Winchester Blvd. Saratoga Av. 3 1 6900 1650 7834 1502 1.135 0.910 23.587 23.804 23.773 15.272 82.383 98.353 F E 304 45 8138 1547 1.179 0.938 85.580 101.299 F YES Saratoga Av. Lawrence Expwy. 3 1 6900 1650 7541 2033 1.093 1.232 38.319 36.787 37.003 10.746 50.948 189.189 F F 330 58 7871 2091 1.141 1.267 53.178 194.586 F F YES YES Lawrence Expwy. Wolfe Rd. 3 1 6900 1650 7421 1976 1.076 1.198 33.914 38.728 38.007 13.459 48.813 146.821 F F 265 47 7686 2023 1.114 1.226 50.556 150.314 F F YES YES WB Wolfe Rd. De Anza Blvd. 3 1 6900 1650 7151 1876 1.036 1.137 26.770 26.770 12.918 89.042 145.219 F F 144 25 7295 1901 1.057 1.152 90.836 147.154 F F YES YES De Anza Blvd. SR 85 3 1 6900 1650 7285 1754 1.056 1.063 44.410 43.946 44.013 9.587 41.380 182.948 F F 183 26 7468 1780 1.082 1.079 42.420 185.660 F F YES YES SR 85 Foothill Expwy. 3 1 6900 1650 8061 1859 1.168 1.127 25.185 26.230 26.079 4.857 77.275 382.745 F F 149 18 8210 1877 1.190 1.138 78.704 386.451 F F YES YES Foothill Expwy. Magdalena Av. 3 1 6900 1650 6164 1 1637 0.893 0.992 33.122 33.122 22.741 62.033 71.984 1 D E 118 16 1 6282 1653 0.910 1.002 1 63.221 72.687 E F YES Magdalena Av. EI Monte Rd. 3 9200 1 7324 0.796 1 1 34.822 34.866 34.860 1 52.524 C 107 7431 0.808 53.292 D EI Monte Rd. La Barranca Rd. 4 9200 7197 0.782 45.036 45.036 39.952 C 86 7283 0.792 40.429 C La Barranca Rd. Page Mill Rd. 4 9200 7197 0.782 45.036 45.036 39.952 C 86 7283 0.792 40.429 C Page Mill Rd. Alpine Rd. 1 4 9200 6524 0.709 54.922 54.922 29.697 C 52 6576 0.715 29.934 C 1-280 Stevens Creek Blvd. 3 6900 7258 1.052 31.517 31.517 76.762 F 59 7317 1.060 77.386 F NB Stevens Creek Blvd. N. Bascom Av. 3 6900 7225 1.047 56.687 32.209 34.561 52.263 F 53 7278 1.055 52.647 F N. Bascom Av. The Alameda 3 6900 6999 1.014 40.127 39.416 39.517 44.279 F 40 7039 1.020 44.532 F The Alameda Coleman Av. 3 6900 7065 1.024 48.937 33.299 35.163 50.230 F 30 7095 1.028 50.444 F 1-880 Coleman Av. The Alameda 3 6900 6844 0.992 38.396 38.234 38.258 44.723 E 60 6904 1.001 45.115 F YES The Alameda N. Bascom Av. 3 6900 6017 0.872 46.589 45.404 45.571 33.009 D 80 6097 0.884 33.448 D SB N. Bascom Av. Stevens Creek Blvd. 3 6900 5689 0.824 49.487 48.511 48.648 29.235 D 106 5795 0.840 29.780 D Stevens Creek Blvd. I-280 3 6900 4611 0.668 48.353 48.353 31.787 B 118 4729 0.685 32.600 B Table E4. Background Freeway LOS with Housing Rich Alternative - PM Peak Period Freeway Direction From TO Segment Characteristics Lanes Capacity PM Volume PM V/C Background PM PM Speed (mph) PM Density PM LOS PM Project Trips AM Volume Background with Housing Rich PM V/C PM Density Alternative PM PM LOS PM Impact? Mixed Flow HOV MF HOV MF HOV MF HOV Auxiliary Mixed Flow Total MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV Union Av. S. Bascom Av. 2 1 4600 1650 4925 533 1.071 0.323 13.818 31.096 27.984 2.339 58.665 227.911 F A 4 0 4929 533 1.072 0.323 58.713 227.911 F A S. Bascom Av. SR 17 2 1 4600 1650 2818 533 0.613 0.323 4.401 4.401 2.341 320.174 227.695 B A 4 1 2822 534 0.613 0.324 320.629 228.122 1 B A SR 17 Winchester Blvd. 2 1 4600 1650 3565 533 0.775 0.323 18.830 18.830 2.174 94.661 245.198 C A 9 1 3574 534 0.777 0.324 94.900 245.658 C A Winchester Blvd. Saratoga Av. 2 1 4600 1650 4721 814 1.026 0.493 222.970 222.970 12.353 10.587 65.895 F A 10 1 4731 815 1.028 0.494 10.609 65.976 F A NB Saratoga Av. Saratoga -Sunnyvale Rd. 2 1 1 4600 1 1650 4424 813 0.962 0.493 97.075 97.075 8.022 22.787 101.345 E A 52 8 4476 821 0.973 0.498 23.054 102.342 E A Saratoga -Sunnyvale Rd. Stevens Creek Blvd. 2 1 4600 1650 4057 857 0.882 0.519 54.419 54.419 3.125 37.276 274.236 D A 0 0 4057 857 0.882 0.519 37.276 274.236 D A Stevens Creek Blvd. 1-280 2 1 4600 1650 4049 599 0.880 0.363 6.045 10.453 8.960 1.394 112.980 429.757 D A 82 8 4131 607 0.898 0.368 115.268 435.497 D A 1-280 W. Homestead Rd. 2 1 4600 1650 4198 716 0.913 0.434 1.384 6.348 5.424 0.784 257.978 913.580 E A 61 7 4259 723 0.926 0.438 261.727 922.512 E A W. Homestead Rd. W. Fremont Av. 2 1 4600 1650 4438 716 1 0.965 0.434 14.531 42.379 36.493 4.551 40.538 157.317 E A 46 5 4484 721 0.975 0.437 40.958 158.416 E A SR 85 W. Fremont Av. W. Homestead Rd. 2 1 4600 1650 4821 1634 1.048 0.990 1 16.099 35.776 32.150 3.101 49.985 526.991 F E 29 4 4850 1638 1.054 0.993 50.285 528.281 F E W. Homestead Rd. 1-280 2 1 4600 1650 3245 1634 0.705 0.990 14.275 14.275 2.911 113.660 561.363 C E 37 7 3282 1641 0.713 0.995 114.956 563.768 C E 1-280 Stevens Creek Blvd. 3 1 4600 1 1650 6880 2104 1.496 1.275 5.265 18.448 16.758 1.960 102.637 1073.311 F F 52 7 6932 2111 1.507 1.279 103.412 1076.881 F F YES Stevens Creek Blvd. Saratoga -Sunnyvale Rd. 2 1 4600 1650 5133 2024 1.116 1.227 78.303 78.303 3.853 32.777 525.245 F F 0 0 5133 2024 1.116 1.227 32.777 525.245 F F SB Saratoga -Sunnyvale Rd. Saratoga Av. 2 1 4600 1650 4998 1629 1.087 0.987 134.950 134.950 8.727 18.518 186.663 F E 125 1 21 1 5123 16501 1.114 1.000 18.981 189.069 F E YES Saratoga Av. Winchester Blvd. 2 1 4600 1650 5125 1372 1.114 0.832 286.567 286.567 15.918 8.942 86.192 F D 50 8 5175 1380 1.125 0.836 9.029 86.694 F D YES Winchester Blvd. SR 17 2 1 4600 1650 5017 822 1.091 0.498 41.981 41.981 2.560 59.753 321.149 F A 46 6 5063 828 1.101 0.502 60.301 323.493 F A YES SR 17 S. Bascom Av. 2 1 4600 1650 4947 2022 1.075 1 1.225 1 23.748 23.748 3.092 104.154 653.986 F F 22 4 1 4969 12026 1.080 1 1.228 104.617 655.280 F F S. Bascom Av. Union Av. 2 1 4600 1650 6104 2022 1.327 1.225 38.906 42.858 42.051 2.441 48.385 828.495 F F 18 2 1 6122 12024 1.331 1 1.227 1 48.528 1 829.314 1 F F NB Saratoga Av. Lark Av. 3 6900 4429 0.642 94.321 94.321 15.652 B 9 4438 0.643 15.684 B SR 17 Lark Av. SR 85 3 6900 4832 0.700 1.853 12.797 10.055 96.110 C 12 4844 0.702 96.349 C SR 85 Lark Av. 2 4400 5848 1.329 14.320 54.271 46.195 42.198 F 38 5886 1.338 42.473 F SB Lark Av. Saratoga Av. 2 4400 4826 1.097 253.130 253.130 9.533 F 29 4855 1.103 9.590 F Alpine Rd. Page Mill Rd. 4 9200 6896 0.750 136.761 136.761 12.606 C 49 6945 0.755 12.696 C Page Mill Rd. La Barranca Rd. 4 9200 9608 1.044 224.906 224.906 10.680 F 82 9690 1.053 10.771 F La Barranca Rd.. EI Monte Rd 4 9200 9608 1.044 162.OS9 162.059 14.822 F 82 9690 1.053 14.948 F EI Monte Rd. Magdalena Av. 3 9200 9645 1.048 3.255 99.654 92.992 25.930 F 126 9771 1.062 26.269 F YES Magdalena Av. Foothill Expwy. 3 1 6900 1650 6432 547 0.932 0.332 334.687 334.687 11.983 6.406 45.646 E A 147 11 6579 558 0.953 0.338 6.552 46.564 E A Foothill Expwy. SR 85 3 1 6900 1650 8210 741 1.190 0.449 17.542 121.531 106.994 3.898 19.183 190.099 F A 183 15 8393 756 1.216 0.458 19.611 193.948 F A YES SR 85 De Anza Blvd. 3 1 6900 1650 7626 1759 1.105 1.066 16.004 93.927 82.721 5.209 23.047 337.696 F F 229 1 18 7855 11777 1.138 1.077 23.739 341.152 F F YES YES EB De Anza Blvd. Wolfe Rd. 3 1 6900 1650 7379 1762 1.069 1.068 130.798 130.798 7.074 18.805 249.072 F F 183 23 7562 1785 1.096 1.082 19.271 252.323 F F YES YES Wolfe Rd. Lawrence Expwy. 3 1 6900 1650 7668 1641 1.111 0.995 4.069 61.998 57.096 3.160 33.575 519.256 F E 343 36 8011 1677 1.161 1.016 35.077 530.648 F F YES YES Lawrence Expwy. Saratoga Av. 3 1 6900 1650 7441 1663 1.078 1.008 17.031 127.657 112.830 7.182 16.487 231.559 F F 423 48 7864 1711 1.140 1.037 17.424 238.242 F F YES YES Saratoga Av. Winchester Blvd. 3 1 6900 1650 7429 2032 1.077 1.232 46.483 171.099 152.058 12.998 12.214 156.333 F F 373 51 7802 2083 1.131 1.262 12.827 160.256 F F YES YES Winchester Blvd. 1-880 3 1 6900 1650 7592 1881 1.100 1.140 12.933 68.667 60.611 6.023 31.314 312.307 F F 340 42 7932 1923 1.150 1.165 32.717 319.280 F F YES YES 1-880 Meridian Av. 4 1 6900 1650 7996 1374 1.159 1 0.833 74.853 74.853 4.839 26.706 283.949 F D 172 19 8168 1393 1.184 0.844 1 27.280 287.876 F D YES Meridian Av. Bird Av. 5 1 6900 1650 10138 1.469 12.353 111.332 102.004 30.609 16.565 0.000 F 143 0 10281 0 1.490 16.798 F YES 1-280 Bird Av. SR 87 4 1 6900 1650 9835 1.425 10.475 48.994 44.577 52.097 36.771 0.000 F 129 0 9964 0 1.444 37.254 F YES SR 87 Bird Av. 4 1 9200 1650 9663 1.050 2.626 35.366 30.603 57.294 63.151 0.000 F 75 0 9738 0 1.058 63.642 F Bird Av. Meridian Av. 5 1 9200 1650 9430 1.025 6.798 77.019 70.880 39.197 22.174 0.000 F 83 0 9513 0 1.034 22.369 F Meridian Av. 1-880 4 1 6900 1650 7013 1368 1.016 0.829 36.490 36.490 3.892 48.048 351.455 F D 97 13 7110 1381 1.030 0.837 48.712 354.795 F D YES 1-880 Winchester Blvd. 3 1 6900 1650 5945 1114 1 0.862 0.675 96.264 96.264 7.486 20.586 148.804 D B 191 28 6136 1142 0.889 0.692 21.247 152.544 D B Winchester Blvd. Saratoga Av. 3 1 6900 1650 7235 1057 1.049 0.641 31.403 164.207 144.986 10.629 1 12.475 99.446 F B 219 24 1 7454 1081 1.080 0.655 12.853 1 101.704 F B YES Saratoga Av. Lawrence Expwy. 3 1 6900 1650 6625 1141 0.960 0.692 18.435 68.610 60.641 7.538 27.312 151.362 E B 237 33 6862 1174 0.994 0.712 28.289 155.740 E C Lawrence Expwy. Wolfe Rd. 3 1 6900 1650 6354 1114 0.921 0.675 12.286 78.109 68.851 8.259 23.072 134.876 E B 192 25 6546 1139 0.949 0.690 23.769 137.903 E B WB Wolfe Rd. De Anza Blvd. 3 1 6900 1650 5995 1100 0.869 0.667 113.551 113.551 8.202 17.599 134.110 D B 271 40 6266 1140 0.908 0.691 18.394 138.987 E B De Anza Blvd. SR 85 3 1 6900 1650 6261 1033 0.907 0.626 14.001 80.038 70.447 8.121 22.219 127.202 E B 342 42 6603 1075 0.957 0.652 23.432 132.374 E B SR 85 Foothill Expwy. 3 1 6900 1650 7442 1 1096 1.079 0.664 13.053 67.332 59.340 3.024 31.353 362.451 F B 284 23 7726 11191 1.120 0.678 32.550 370.057 F B YES Foothill Expwy. Magdalena Av. 3 1 6900 1650 5833 914 0.845 1 0.554 1 1 277.108 1 277.108 10.724 7.017 85.227 D A 231 15 6064 929 0.879 0.563 1 7.294 86.626 D A Magdalena Av. EI Monte Rd. 3 9200 6338 0.689 5.733 57.580 51.422 30.813 B 197 6535 0.710 31.771 C EI Monte Rd. La Barranca Rd. 4 9200 6810 0.740 149.258 149.258 11.406 C 158 6968 0.757 11.671 C La Barranca Rd. Page Mill Rd. 4 9200 6810 0.740 209.563 209.563 8.124 C 158 6968 0.757 8.313 C Page Mill Rd. Alpine Rd. 4 9200 8170 0.888 241.583 241.583 8.455 D 95 8265 0.898 8.553 D 1-280 Stevens Creek Blvd. 3 6900 4604 0.667 16.836 16.836 91.153 B 143 4747 0.688 93.984 B NB Stevens Creek Blvd. N. Bascom Av. 3 6900 7051 1.022 7.263 41.343 36.326 48.525 F 129 7180 1.041 49.413 F YES N. Bascom Av. The Alameda 3 6900 7321 1.061 10.448 60.126 52.944 34.569 F 97 7418 1.075 35.028 F YES 1-880 The Alameda Coleman Av. 3 6900 7443 1.079 8.288 45.431 40.014 46.502 F 73 7516 1.089 46.958 F YES Coleman Av. The Alameda 3 6900 7047 1.021 7.451 41.560 36.624 48.104 F 42 7089 1.027 48.391 F The Alameda N. Bascom Av. 3 6900 6849 0.993 17.035 94.346 83.142 20.594 E 56 6905 1.001 20.763 F YES SB N. Bascom Av. IStevens Creek Blvd. 3 6900 6797 0.985 17.189 95.540 84.210 20.179 E 74 1 6871 1 1 0.996 20.398 E Stevens Creek Blvd. 1-280 3 6900 1 5593 1 1 0.811 1 1 26.431 1 26.431 1 70.536 1 D 1 82 1 1 5675 1 1 0.822 1 1 71.570 1 1 D Table E5. Cumulative Freeway LOS with Housing Rich Alternative - AM Peak Period Freeway Direction From Segment Characteristics Lanes Capacity AM Volume AM VIC Cumulative AM AM Speed (mph) AM Density AM LOS AM Project Trips AM Volume Cumulative with Housing Rich Alternative AM AM VIC AM Density AM LOS AM Impact? Mixed Flow HOV MF HOV !& HOV MF HOV Auxiliary Mixed Flow Total MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV Union Av. S. Bascom Av. 2 1 4600 1650 6418 1968 1.395 1.196 16.832 14.627 15.019 41.025 142.441 47.971 F F 22 4 6440 1972 1.400 1.195 142.929 48.068 F F S. Bascom Av. SR 17 2 1 4600 1650 1 5059 1966 1.100 1.196 42.083 42.083 41.025 60.108 47.922 F F 35 0 5094 1966 1.107 1.192 60.524 47.922 F F SR 17 Winchester Blvd. 2 1 4600 1650 5157 1963 1.121 1.196 22.259 22.259 41.025 115.840 47.849 F F 34 13 5191 1976 1.128 1.198 116.603 48.166 F F Winchester Blvd. Saratoga Av. 2 1 4600 1650 5506 2228 1.197 1.358 11.476 11.476 28.820 239.887 77.307 F F 45 18 5551 2246 1.207 1.361 241.847 77.932 F F YES NB Saratoga Av. Saratoga -Sunnyvale Rd. 2 1 4600 1650 5252 2044 1.142 1.255 13.434 1 13.434 36.539 195.470 55.940 F F 137 0 5389 2044 1.172 1.239 200.569 55.940 F F YES Saratoga -Sunnyvale Rd. Stevens Creek Blvd. 2 1 4600 1650 4912 1875 1.068 1.136 13.283 13.283 45.441 184.896 41.262 F F 0 0 4912 1875 1.068 1.136 184.896 41.262 F F Stevens Creek Blvd. 1-280 2 1 4600 1650 5193 1374 1.129 0.835 39.960 54.181 49.135 60.870 26.422 22.573 F D 39 10 5232 1384 1.137 0.839 26.620 22.737 F D 1-280 W. Homestead Rd. 2 1 4600 1650 4924 1453 1.070 0.882 36.196 39.861 39.161 59.396 41.913 24.463 F D 37 0 1 4961 1453 1.078 0.881 42.227 24.463 F D W Homestead Rd. W. Fremont Av. 2 1 4600 1650 1 5229 1454 1.137 0.882 28.164 34.765 33.473 59.396 52.071 24.480 F D 28 0 5257 1454 1.143 0.881 52.350 24.480 F D SR 85 W. Fremont Av. W. Homestead Rd. 2 1 4600 1650 4702 1469 1.022 1 0.895 33.371 44.913 42.549 1 58.934 36.836 1 24.926 F D 1 34 11 4736 1480 1.030 0.897 37.102 25.113 F D W. Homestead Rd. 1-280 2 1 4600 1650 2956 1467 0.643 0.895 58.231 58.231 58.934 25.382 24.892 B D 60 0 3016 1467 0.656 0.889 25.897 24.892 B D 1-280 Stevens Creek Blvd. 3 1 4600 1650 4270 1085 0.928 0.666 45.091 47.330 47.029 63.885 22.699 16.984 E B 80 0 4350 1085 0.946 0.658 23.124 16.984 E B Stevens Creek Blvd. Saratoga -Sunnyvale Rd. 2 1 4600 1650 3422 1407 0.744 0.853 30.114 30.114 60.354 56.817 23.313 C D 0 0 3422 1407 0.744 0.853 56.817 23.313 C D SB Saratoga -Sunnyvale Rd. Saratoga Av. 1 2 1 4600 1650 3139 1482 0.682 0.901 35.841 35.841 58.712 43.791 25.242 B E 48 0 3187 1482 0.693 0.898 44.461 25.242 B D Saratoga Av. Winchester Blvd. 2 1 4600 1650 3558 1480 0.773 0.898 33.523 33.523 58.823 53.069 25.160 C D 11 0 1 3569 1480 0.776 0.897 53.233 25.160 C D Winchester Blvd. SR 17 2 1 4600 1650 3017 992 0.656 0.602 58.073 58.073 64.386 25.976 15.407 B B 10 0 3027 992 0.658 0.601 26.062 15.407 B B SR 17 S. Bascom Av. 2 1 4600 1650 2155 993 0.468 0.602 63.991 63.991 64.386 16.838 15.423 A B 5 0 2160 993 0.470 0.602 16.877 15.423 A B S. Bascom Av. Union Av. 2 1 4600 1650 4056 993 0.882 0.602 45.382 1 45.430 45.421 64.386 29.766 15.423 D B 4 0 4060 993 0.883 0.602 29.795 15.423 D B NB Saratoga Av. Lark Av. 3 6900 4659 0.675 37.340 37.340 41.591 B 17 4676 0.678 41.743 B SR Lark Av. SR 85 3 6900 4572 0.663 27.498 55.941 46.069 19.848 B 22 4594 0.666 19.944 B 17 SR 85 Lark Av. 2 4400 4752 1.080 14.127 13.860 13.913 113.850 F 10 4762 1.082 114.090 F SB Lark Av. Saratoga Av. 2 4400 4957 1.127 12.441 12.441 199.221 F 8 4965 1.128 199.542 F Alpine Rd. Page Mill Rd. 4 9200 8306 0.903 25.787 25.787 80.524 E 66 8372 0.910 81.164 E Page Mill Rd. La Barranca Rd. 4 9200 7012 0.762 41.115 41.115 42.636 C 110 7122 0.774 43.305 C La Barranca Rd.. EI Monte Rd 4 9200 7012 0.762 41.115 41.115 42.636 C 110 7122 0.774 43.305 C EI Monte Rd. Magdalena Av. 3 9200 6219 0.676 64.810 29.484 31.526 49.317 B 169 6388 0.694 50.657 B Magdalena Av. Foothill Expwy. 3 1 6900 1650 4721 943 0.684 0.589 39.636 39.636 64.050 39.703 14.723 B A 176 35 4897 978 0.710 0.593 41.183 15.269 C A Foothill Expwy. SR 85 3 1 6900 1650 6548 1111 0.949 0.699 17.582 27.744 26.136 62.421 62.635 17.798 E B 226 38 6774 1149 0.982 0.696 64.797 18.407 E B SR 85 De Anza Blvd. 3 1 6900 1650 5575 582 1 0.808 0.387 1 46.271 40.986 41.705 63.398 1 33.420 9.180 D A 300 30 1 5875 612 1 0.851 0.371 1 35.218 9.653 1 D A EB De Anza Blvd. Wolfe Rd. 3 1 6900 1650 5500 623 0.797 0.407 28.990 28.990 50.724 63.241 12.282 C A 254 25 5754 648 0.834 0.393 66.161 12.775 D A Wolfe Rd. Lawrence Expwy. 3 1 6900 1650 5734 596 0.831 0.370 55.773 40.453 42.273 57.134 33.910 10.432 D A 144 14 5878 610 0.852 0.370 34.762 10.677 D A Lawrence Expwy. Saratoga Av. 3 1 6900 1650 6498 646 0.942 0.400 27.394 37.400 35.836 52.495 45.332 12.306 E A 179 18 6677 664 0.968 0.402 46.581 12.649 E A Saratoga Av. Winchester Blvd. 3 1 6900 1650 6594 782 0.956 0.482 30.198 35.424 34.641 48.404 47.588 16.156 E A 161 16 6755 798 0.979 0.484 48.750 16.486 E A Winchester Blvd. 1-880 3 1 6900 1650 5670 681 0.822 0.421 47.683 48.009 47.962 56.995 29.554 11.948 D A 145 14 5815 695 0.843 0.421 30.310 12.194 D A 1-880 Meridian Av. 4 1 6900 1650 5989 1 1303 0.868 0.794 49.558 49.558 55.102 30.212 23.647 D C 66 14 6055 1317 0.878 0.798 30.545 23.901 D C Meridian Av. Bird Av. 5 1 6900 1650 7845 1385 1.137 0.839 1 20.425 53.937 49.281 53.381 1 26.531 25.945 1 F D 51 9 1 7896 1394 1.144 0.845 26.704 26.114 1 F D Bird Av. SR 87 4 1 6900 1650 5967 1105 0.865 0.670 29.359 58.618 49.732 58.140 19.997 19.006 D B 46 8 6013 1113 0.871 0.675 20.151 19.143 D B 1-280 SR 87 Bird Av. 4 1 9200 1650 9914 1850 1.078 1.121 29.680 35.153 34.622 35.229 57.271 52.514 F F 90 16 10004 1866 1.087 1.131 57.791 52.968 F F Bird Av. Meridian Av. 5 1 9200 1650 10654 2054 1.158 1.245 27.439 29.623 29.419 25.892 60.357 79.331 F F 99 19 10753 2073 1.169 1.256 60.918 80.065 F F YES YES Meridian Av. 1-880 4 1 6900 1650 8812 2118 1.277 1.301 18.023 18.023 22.097 122.233 95.850 F F 127 30 8939 2148 1.296 1.302 123.995 97.208 F F YES YES 1-880 Winchester Blvd. 3 1 1 6900 1650 6690 1951 0.970 1.216 16.248 16.248 30.281 137.245 64.430 E F 244 70 6934 2021 1.005 1.225 142.251 66.742 F F YES YES Winchester Blvd. Saratoga Av. 3 1 6900 1650 7834 1 1721 1.135 1.081 16.225 16.212 16.214 41.559 120.791 41.411 F F 287 62 8121 1783 1 1.177 1.081 1 125.217 42.903 F F YES YES Saratoga Av. Lawrence Expwy. 3 1 6900 1650 7580 2156 1.099 1.348 1 31.804 21.154 22.539 36.915 1 84.076 58.405 1 F F 314 74 1 7894 2230 1.144 1.352 87.558 60.410 1 F F YES YES Lawrence Expwy. Wolfe Rd. 3 1 6900 1650 7433 2104 1.077 1.309 19.906 27.715 26.509 38.912 70.100 54.071 F F 253 59 7686 2163 1.114 1.311 72.486 55.587 F F YES YES WB Wolfe Rd. De Anza Blvd. 3 1 6900 1650 7241 1968 1.049 1.201 20.776 20.776 38.273 116.176 51.420 F F 137 32 7378 2000 1.069 1.212 118.374 52.256 F F YES YES De Anza Blvd. SR 85 3 1 6900 1650 7430 1828 1.077 1.118 38.704 34.549 35.125 57.741 52.882 31.659 F F 169 40 7599 1868 1.101 1.132 54.085 32.352 F F YES YES SR 85 Foothill Expwy. 3 1 6900 1650 8505 1949 1.233 1.190 10.261 13.630 13.121 53.344 162.045 36.537 F F 135 32 8640 1981 1.252 1.201 164.617 37.136 F F YES YES Foothill Expwy. Magdalena Av. 3 1 1 6900 1650 6344 1680 1 0.919 1.025 23.668 23.668 58.922 89.348 28.513 E F 109 25 6453 1705 0.935 1.033 90.883 28.937 E F YES Magdalena Av. EI Monte Rd. 3 9200 7717 0.839 20.369 1 20.323 20.330 94.897 1 D 107 1 7824 1 1 0.850 1 1 96.213 1 D EI Monte Rd. La Barranca Rd. 4 9200 7412 0.806 36.712 1 36.712 50.474 D 86 7498 0.815 51.060 D La Barranca Rd. Page Mill Rd. 4 9200 7412 0.806 36.712 36.712 50.474 D 86 7498 0.815 51.060 D Page Mill Rd. Alpine Rd. 4 9200 6940 0.754 42.910 42.910 40.434 C 52 6992 0.760 40.736 C 1-280 Stevens Creek Blvd. 3 6900 7425 1.076 24.104 24.104 102.678 F 59 7484 1.085 103.494 F NB Stevens Creek Blvd. N. Bascom Av. 3 6900 7398 1.072 46.838 27.239 29.505 62.685 F 53 7451 1.080 63.134 F N. Bascom Av. The Alameda 3 6900 7027 1.018 44.459 36.593 37.623 46.694 F 40 7067 1.024 46.959 F The Alameda Coleman Av. 3 6900 7122 1.032 56.093 28.282 30.930 57.565 F 30 7152 1.037 57.807 F 1-880 Coleman Av. The Alameda 3 6900 7221 1.047 24.321 23.800 23.874 75.615 F 60 7281 1.055 76.244 F The Alameda N. Bascom Av. 3 6900 6200 0.899 37.754 36.735 36.879 42.029 D 80 6280 0.910 42.572 E SB N. Bascom Av. I Stevens Creek Blvd. 1 3 6900 5807 0.842 42.346 41.675 41.771 34.755 D 106 5913 0.857 35.390 D Stevens Creek Blvd. 1-280 3 6900 4481 0.649 48.177 48.177 31.003 B 118 4599 0.667 31.820 B Table E6. Cumulative Freeway LOS with Proposed Proiect - PM Peak Period Freeway Direction From To Segment Characteristics Lanes Capacity PM Volume PM V/C Cumulative PM PM Speed (mph) PM Density PM LOS PM Project Trips AM Volume Cumulative with Proposed Project PM PM V/C PM Density PM LOS PM Impact? Mixed Flow HOV MF HOV MF HOV MF HOV Auxiliary Mixed Flow Total MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV MF HOV Union Av. S. Bascom Av. 2 1 4600 1650 4976 568 1.082 0.345 38.698 37.631 37.822 64.978 43.855 8.741 F A 4 0 4980 568 1.083 0.344 43.890 8.741 F A S. Bascom Av. SR 17 2 1 4600 1650 1 2888 568 0.628 0.345 59.575 59.575 64.978 24.238 8.741 B A 5 0 1 2893 568 0.629 0.344 24.280 8.741 B A SR 17 Winchester Blvd. 2 1 4600 1650 3677 567 0.799 0.345 46.745 46.745 64.978 39.330 8.726 C A 9 1 3686 568 0.801 0.344 39.426 8.741 D A Winchester Blvd. Saratoga Av. 2 1 4600 1650 4797 941 1.043 0.572 22.275 22.275 64.549 107.675 14.578 F A 11 0 4808 941 1.045 0.570 107.922 14.578 F A NB Saratoga Av. Saratoga -Sunnyvale Rd. 2 1 4600 1650 4506 902 0.980 0.551 27.482 27.482 64.638 81.981 1 13.955 E A 60 0 4566 902 0.993 0.547 83.072 13.955 E A Saratoga -Sunnyvale Rd. Stevens Creek Blvd. 2 1 4600 1650 4079 993 0.887 0.602 24.766 24.766 64.390 82.349 15.422 D B 0 0 4079 993 0.887 0.602 82.349 15.422 D B Stevens Creek Blvd. 1-280 2 1 4600 1650 4102 704 0.892 0.435 43.226 60.972 54.062 64.912 18.969 10.845 D A 90 0 4192 704 0.911 0.427 19.385 10.845 E A 1-280 W. Homestead Rd. 2 1 4600 1650 4263 856 0.927 0.523 43.033 45.342 44.905 64.734 31.644 13.223 E A 68 0 4331 856 0.942 0.519 32.149 13.223 E A W. Homestead Rd. W. Fremont Av. 2 1 4600 1650 1 4519 855 0.982 0.523 39.953 40.632 40.505 64.734 37.189 13.208 E A 51 1 0 4570 1 855 0.993 0.518 37.608 13.208 E A SR 85 W. Fremont Av. W. Homestead Rd. 2 1 4600 1650 4997 1873 1.086 1.137 22.533 27.946 26.895 62.329 61.931 30.050 F F 33 0 5030 1873 1.093 1.135 62.340 30.050 F F W. Homestead Rd. 1-280 2 1 4600 1650 3327 1872 1 0.723 1.137 1 53.362 53.362 1 62.329 31.174 30.034 C F 44 0 3371 1872 0.733 1.135 31.586 30.034 C F 1-280 Stevens Creek Blvd. 3 1 4600 1650 7146 2399 1.553 1.457 29.415 37.268 36.161 55.601 49.405 1 43.147 F F 59 0 7205 2399 1.566 1.454 49.813 43.147 F F YES Stevens Creek Blvd. Saratoga -Sunnyvale Rd. 2 1 4600 1650 5275 2255 1.147 1.367 14.986 14.986 61.246 176.000 36.819 F F 0 0 5275 2255 1.147 1.367 176.000 36.819 F F SB Saratoga -Sunnyvale Rd. Saratoga Av. 2 1 4600 1650 5061 1828 1.100 1.124 15.922 15.922 61.257 158.935 29.841 F F 146 0 5207 1828 1.132 1.108 163.520 29.841 F F YES Saratoga Av. Winchester Blvd. 2 1 4600 1650 5252 1610 1.142 0.983 14.447 14.447 60.072 181.774 26.801 F E 1 58 0 5310 1610 1.154 0.976 183.781 26.801 F E YES Winchester Blvd. SR 17 2 1 4600 1650 5219 972 1.135 0.595 17.776 17.776 64.429 146.803 15.086 F A 52 0 5271 972 1.146 0.589 148.266 15.086 F A YES SR 17 S. Bascom Av. 2 1 4600 1650 5084 2177 1.105 1.322 41.756 41.756 64.429 60.877 33.789 F F 26 0 5110 2177 1.111 1.319 61.188 33.789 F F S. Bascom Av. Union Av. 2 1 4600 1650 6376 2178 1.386 1.322 14.667 15.790 1 15.582 1 64.429 136.393 33.805 F F 20 0 6396 2178 1.390 1.320 136.821 33.805 F F NB Saratoga Av. Lark Av. 3 6900 4803 0.696 49.748 49.748 32.182 B 9 4812 0.697 32.242 B Lark Av. SR 85 3 6900 5237 0.759 51.530 53.678 53.118 19.718 C 12 5249 0.761 19.764 C SR 17 SR 85 Lark Av. 2 4400 5938 1.350 14.689 13.508 13.740 144.052 F 38 5976 1.358 144.974 F SB Lark Av. Saratoga Av. 2 4400 4982 1.132 15.897 15.897 156.693 F 29 5011 1.139 157.605 F Alpine Rd. Page Mill Rd. 4 9200 7236 0.787 39.331 39.331 45.995 C 49 7285 0.792 46.306 C Page Mill Rd. La Barranca Rd. 4 9200 9829 1.068 37.932 37.932 64.781 F 82 9911 1.077 65.321 F La Barranca Rd.. EI Monte Rd 4 9200 9829 1.068 37.932 37.932 64.781 F 82 9911 1.077 65.321 F EI Monte Rd. Magdalena Av. 3 9200 9951 1.082 63.704 16.409 19.625 126.766 F 126 10077 1.095 128.371 F YES Magdalena Av. Foothill Expwy. 3 1 6900 1650 6720 610 0.974 0.378 18.775 18.775 64.933 119.308 9.394 E A 145 13 6865 623 0.995 0.378 121.882 9.595 E A Foothill Expwy. SR 85 3 1 6900 1650 8528 812 1.236 0.502 11.707 13.062 12.864 64.632 165.733 12.563 F A 181 17 8709 829 1.262 0.502 169.251 12.826 F A YES SR 85 De Anza Blvd. 3 1 6900 1650 7894 1784 1 1.144 1.095 1 28.012 25.479 25.833 64.604 76.393 27.615 F F 1 200 47 8094 1831 1.173 1.110 1 78.329 28.342 1 F F YES YES EB De Anza Blvd. Wolfe Rd. 3 1 6900 1650 7532 1800 1.092 1.102 18.899 18.899 61.434 132.848 29.300 F F 167 39 7699 1839 1.116 1.115 135.793 29.935 F F YES YES Wolfe Rd. Lawrence Expwy. 3 1 6900 1650 7766 1790 1.126 1.122 26.853 20.288 21.171 62.492 91.705 28.644 F F 307 72 8073 1862 1.170 1.128 95.331 29.796 F F YES YES Lawrence Expwy. Saratoga Av. 3 1 6900 1650 7271 1808 1.054 1.141 37.159 19.142 21.327 61.261 85.234 29.513 F F 382 89 7653 1897 1.109 1.150 89.712 30.966 F F YES YES Saratoga Av. Winchester Blvd. 3 1 6900 1650 7299 2212 1.058 1.382 21.215 21.457 21.423 55.038 85.179 40.190 F F 343 81 7642 2293 1.108 1.390 89.182 41.662 F F YES YES Winchester Blvd. 1-880 3 1 6900 1650 7667 1974 1.111 1.233 22.524 22.166 22.217 60.808 86.274 32.463 F F 309 73 7976 2047 1.156 1.241 89.751 33.663 F F YES YES 1-880 Meridian Av. 4 1 6900 1650 8269 1735 1.198 1.070 23.056 23.056 39.139 89.662 44.329 F F 158 33 8427 1768 1.221 1.072 91.375 45.172 F F YES YES Meridian Av. Bird Av. 5 1 6900 1650 1 10228 1948 1 1.482 1.181 1 15.161 35.151 32.905 1 30.609 51.806 63.641 F F 120 1 23 10348 1971 1 1.500 1.195 1 52.413 64.393 1 F F YES YES Bird Av. SR 87 4 1 6900 1650 10132 1432 1.468 0.868 29.771 35.890 35.183 52.097 47.996 27.487 F D 113 16 10245 1448 1.485 0.878 48.532 27.794 F D YES 1-280 SR 87 Bird Av. 4 1 9200 1650 9793 1179 1.064 0.715 29.205 52.430 48.368 57.294 40.493 20.578 F C 67 8 9860 1187 1.072 0.719 40.771 20.718 F C Bird Av. Meridian Av. 5 1 9200 1650 9638 1765 1.048 1.070 47.741 35.186 36.167 39.197 44.415 45.029 F F 70 13 9708 1778 1.055 1.078 44.737 45.361 F F Meridian Av. 1-880 4 1 6900 1650 7377 1697 1.069 1.035 34.330 34.330 41.851 53.721 40.549 F F 89 21 7466 1718 1.082 1.041 54.369 41.051 F F YES YES 1-880 Winchester Blvd. 3 1 6900 1650 5928 1266 0.859 0.781 29.190 29.190 60.161 67.694 21.044 D C 181 38 6109 1304 0.885 0.790 69.761 21.675 D C Winchester Blvd. Saratoga Av. 3 1 6900 1650 7218 1224 1.046 0.756 25.421 25.340 25.352 60.950 71.178 1 20.082 F C 208 35 7426 1259 1.076 0.763 73.229 20.656 F C YES Saratoga Av. Lawrence Expwy. 3 1 1 6900 1650 1 6755 1209 1 0.979 0.750 1 28.249 31.893 1 31.354 57.217 53.860 21.130 E I C 228 1 42 6983 1251 1.012 0.758 55.678 21.864 F C YES Lawrence Expwy. Wolfe Rd. 3 1 6900 1650 6453 1185 0.935 0.732 34.612 36.414 36.153 58.804 44.623 20.152 E C 183 34 6636 1219 0.962 0.739 45.889 20.730 E C WB Wolfe Rd. De Anza Blvd. 3 1 6900 1650 5813 1160 0.842 0.732 28.892 28.892 57.393 67.067 20.212 D C 263 48 6076 1208 0.881 0.732 70.101 21.048 D C De Anza Blvd. SR 85 3 1 6900 1650 6158 1087 0.892 0.686 40.048 36.901 37.340 63.200 41.229 17.199 D B 324 60 6482 1147 0.939 0.695 43.399 18.149 E B SR 85 Foothill Expwy. 3 1 6900 1650 7473 1153 1.083 0.724 20.906 20.934 20.930 64.837 89.263 17.783 F C 259 48 7732 1201 1.121 0.728 92.356 18.523 F C YES Foothill Expwy. Magdalena Av. 3 1 6900 1650 5800 938 0.841 0.591 29.991 29.991 64.978 64.464 14.436 D A 208 38 6008 976 0.871 0.592 66.776 15.021 D A Magdalena Av. EI Monte Rd. 3 9200 6353 1 0.691 41.150 1 35.879 36.599 43.396 1 1 B 1 197 6550 0.712 1 44.742 C EI Monte Rd. La Barranca Rd. 4 92006768 0.736 43.773 43.773 38.654 C 158 6926 0.753 39.556 C La Barranca Rd. Page Mill Rd. 4 9200 6768 0.736 43.773 43.773 38.654 C 158 6926 0.753 39.556 C Page Mill Rd. Alpine Rd. 4 9200 8417 0.915 24.362 24.362 86.373 E 95 8512 0.925 87.348 E 1-280 Stevens Creek Blvd. 3 6900 4577 0.663 46.932 46.932 32.508 B 143 4720 0.684 33.524 B NB Stevens Creek Blvd. N. Bascom Av. 3 6900 7003 1.015 48.924 48.790 48.809 35.869 F 129 7132 1.034 36.530 F YES N. Bascom Av. The Alameda 3 6900 7467 1.082 34.745 34.678 34.688 53.816 F 97 7564 1.096 54.515 F YES The Alameda Coleman Av. 3 6900 7694 1.115 23.531 30.303 29.271 65.714 F 73 7767 1.126 66.338 F YES 1-880 Coleman Av. The Alameda 3 6900 7109 1.030 26.412 33.479 32.399 54.855 F 42 7151 1.036 55.179 F The Alameda N. Bascom Av. 3 6900 6888 0.998 22.500 29.806 28.686 60.030 E 56 6944 1.006 60.518 F YES SB N. Bascom Av. IStevens Creek Blvd. 1 3 6900 6892 0.999 22.624 29.551 28.493 60.471 E 74 6966 1.010 61.120 F YES Stevens Creek Blvd. I-280 3 6900 5579 0.809 33.416 33.416 55.653 D 82 5661 0.820 56.471 D Attachment F: Mitigated Level of Service Calculations COMPARE Thu Jun 21 07:51:34 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Housing Rich Alternative + Mit Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Lanes: Final Vol: Si gnat=ProtecURi ghts=l ncl ude 58 567 73- 0 1 3 0 1 4 Vol Cnt Date: 1/10/2018 Cycle Time (sec): 140 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 29.5 170*** 1 0 57 1 0 210 1 Lanes: Final Vol: Si gnat=ProtecURi ghts=l ncl ude 58 567 73- 0 1 3 0 1 4 Vol Cnt Date: 1/10/2018 Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.709 Avg Crit Del (sec/veh): 29.5 Avg Delay (sec/veh): 34.8 LOS: C- -4) *t t t 1 0 2 1 0 345 2191*** 97 Si gnat=ProtecURi ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 96 1 0 85- 0 2 45 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 08:00:00 AM Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 182 0 0 61 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 345 2191 97 73 567 58 170 57 210 45 85 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2191 97 73 567 58 170 57 210 45 85 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2191 97 73 567 58 170 57 210 45 85 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2191 97 73 567 58 170 57 210 45 85 96 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.95 0.95 Lanes: 1.00 2.87 0.13 1.00 3.61 0.39 1.00 1.00 1.00 2.00 0.47 0.53 Final Sat.: 1750 5362 237 1750 6803 696 1750 1900 1750 3150 845 955 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.41 0.41 0.04 0.08 0.08 0.10 0.03 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 62.5 80.7 80.7 8.2 26.4 26.4 19.2 24.5 24.5 14.6 19.9 19.9 Volume/Cap: 0.44 0.71 0.71 0.71 0.44 0.44 0.71 0.17 0.69 0.14 0.71 0.71 Delay/Veh: 27.1 22.0 22.0 85.0 50.5 50.5 67.1 49.4 60.5 57.2 66.2 66.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.1 22.0 22.0 85.0 50.5 50.5 67.1 49.4 60.5 57.2 66.2 66.2 LOS by Move: C C+ C+ F D D E D E E+ E E HCM2k95thQ: 19 38 38 7 11 11 17 4 19 2 17 17 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:51:34 2018 Paas 2-2 Vallco Special Area Specific Plan SJ17-1776 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Housing Rich Alternative + Mit Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 124 1 0 1 3 0 0 122 1 0 Vol Cnt Date: 1/10/2018 524- 1 Rights=Include Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 103 2242*** 79 0 1 3 0 1 Signal=Protect Vol Cnt Date: 1/10/2018 Rights=Include Lanes: Final Vol: Cycle Time (sec): 155 0 42 Loss Time (sec): 12 1 Critical V/C: 0.974 0 112 Avg Crit Del (sec/veh): 75.2 0 Avg Delay (sec/veh): 63.5 2 214*** LOS: E -4) *t t t Lanes: 1 0 2 1 0 Final Vol: 382*** 1000 64 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: >> Count Date: 10 Jan 2018 << 05:00:00 PM Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 87 0 0 205 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 382 1000 64 79 2242 103 124 122 524 214 112 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1000 64 79 2242 103 124 122 524 214 112 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1000 64 79 2242 103 124 122 524 214 112 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1000 64 79 2242 103 124 122 524 214 112 42 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.95 0.95 Lanes: 1.00 2.81 0.19 1.00 3.82 0.18 1.00 1.00 1.00 2.00 0.73 0.27 Final Sat.: 1750 5263 337 1750 7170 329 1750 1900 1750 3150 1309 491 ------------ I --------------- --------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.19 0.19 0.05 0.31 0.31 0.07 0.06 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 34.7 68.3 68.3 16.2 49.8 49.8 26.5 47.7 47.7 10.8 32.0 32.0 Volume/Cap: 0.97 0.43 0.43 0.43 0.97 0.97 0.41 0.21 0.97 0.97 0.41 0.41 Delay/Veh: 98.0 30.1 30.1 66.7 64.7 64.7 58.3 39.9 85.1 125.0 54.1 54.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 98.0 30.1 30.1 66.7 64.7 64.7 58.3 39.9 85.1 125.0 54.1 54.1 LOS by Move: F C C E E E E+ D F F D- D- HCM2k95thQ: 36 20 20 7 47 47 11 8 51 17 13 13 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative + Mit Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Lanes: Final Vol: Si gnat=ProtecURi ghts=l ncl ude 59 671 73- 0 1 3 0 1 4 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 30.6 177*** 1 0 57 1 0 210 1 Lanes: Final Vol: Si gnat=ProtecURi ghts=l ncl ude 59 671 73- 0 1 3 0 1 4 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.799 Avg Crit Del (sec/veh): 30.6 Avg Delay (sec/veh): 35.3 LOS: D+ -4) *t t t 1 0 2 1 0 345 2617*** 97 Si gnat=ProtecURi ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 100 1 0 85*** 0 2 45 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 533 0 0 150 0 0 0 0 0 0 0 PasserByVol: 0 75 0 0 15 1 7 0 0 0 0 4 Initial Fut: 345 2617 97 73 671 59 177 57 210 45 85 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2617 97 73 671 59 177 57 210 45 85 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2617 97 73 671 59 177 57 210 45 85 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2617 97 73 671 59 177 57 210 45 85 100 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.95 0.95 Lanes: 1.00 2.89 0.11 1.00 3.66 0.34 1.00 1.00 1.00 2.00 0.46 0.54 Final Sat.: 1750 5400 200 1750 6893 606 1750 1900 1750 3150 827 973 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.20 0.48 0.48 0.04 0.10 0.10 0.10 0.03 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 61.8 84.9 84.9 7.3 30.5 30.5 17.7 22.4 22.4 13.3 18.0 18.0 Volume/Cap: 0.45 0.80 0.80 0.80 0.45 0.45 0.80 0.19 0.75 0.15 0.80 0.80 Delay/Veh: 27.6 22.4 22.4 103.1 47.6 47.6 77.6 51.2 66.8 58.4 76.8 76.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.6 22.4 22.4 103.1 47.6 47.6 77.6 51.2 66.8 58.4 76.8 76.8 LOS by Move: C C+ C+ F D D E- D- E E+ E- E- HCM2k95thQ: 19 45 45 7 13 13 18 4 20 2 19 19 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Paas 2-2 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative + Mit Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 126 1 0 1 3 0 0 122 1 n/a 0 Cycle Time (sec): 524- 1 Signal=Protect/Ri ghts=l ncl ude 109 2620*** 82 0 1 3 0 1 Vol Cnt Date: n/a Signal=Protect Rights=Include Cycle Time (sec): 120 Loss Time (sec): 12 Critical V/C: 1.055 Avg Crit Del (sec/veh): 84.1 Avg Delay (sec/veh): 67.4 LOS: E -4) *t t t Lanes: 1 0 2 1 0 Final Vol: 382*** 1163 64 Signal=Protect/Ri ghts=l ncl ude Lanes: Final Vol: 0 43 1 0 112 0 2 214*** Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 224 0 0 517 0 0 0 0 0 0 0 PasserByVol: 0 26 0 3 66 6 2 0 0 0 0 1 Initial Fut: 382 1163 64 82 2620 109 126 122 524 214 112 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1163 64 82 2620 109 126 122 524 214 112 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1163 64 82 2620 109 126 122 524 214 112 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1163 64 82 2620 109 126 122 524 214 112 43 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.95 0.95 Lanes: 1.00 2.84 0.16 1.00 3.83 0.17 1.00 1.00 1.00 2.00 0.72 0.28 Final Sat.: 1750 5308 292 1750 7200 300 1750 1900 1750 3150 1301 499 ------------ I --------------- --------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.22 0.05 0.36 0.36 0.07 0.06 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 24.8 52.3 52.3 13.9 41.4 41.4 19.0 34.1 34.1 7.7 22.8 22.8 Volume/Cap: 1.06 0.50 0.50 0.40 1.06 1.06 0.45 0.23 1.06 1.06 0.45 0.45 Delay/Veh: 110.1 24.6 24.6 50.5 73.7 73.7 47.0 33.1 98.6 134.6 44.1 44.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 110.1 24.6 24.6 50.5 73.7 73.7 47.0 33.1 98.6 134.6 44.1 44.1 LOS by Move: F C C D E E D C- F F D D HCM2k95thQ: 33 19 19 6 48 48 10 7 48 16 11 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Paas 2-4 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative + Mit Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 95 1036 699*** Lanes: 1 0 4 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 100 214*** 1 2 226 Loss Time (sec): 12 0 0 20 1 Critical V/C: 0.853 0 40 0 Avg Crit Del (sec/veh): 40.3 1 30 1 Avg Delay (sec/veh): 33.6 1 163*** LOS: C- Lanes: 1 0 2 1 0 Final Vol: 82 1833*** 125 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 7 10 10 --------------- 7 10 II--------------- 10 10 10 II---------------� 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 66 252 63 243 112 75 196 15 30 96 36 45 PasserByVol: 0 192 1 230 27 0 0 0 0 2 0 59 Initial Fut: 82 1833 125 699 1036 95 214 20 30 163 40 226 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 1833 125 699 1036 95 214 20 30 163 40 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 1833 125 699 1036 95 214 20 30 163 40 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 1833 125 699 1036 95 214 20 30 163 40 226 --------------------------- Saturation Flow Module: --------------- --------------- ---------------I Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.80 0.20 2.00 3.00 1.00 1.00 1.00 1.00 1.61 0.39 2.00 Final Sat.: 1750 5242 357 3150 5700 1750 1750 1900 1750 2850 699 3150 ------------ I --------------- Capacity Analysis Module: ---------------II--------------- ---------------� Vol/Sat: 0.05 0.35 0.35 0.22 0.18 0.05 0.12 0.01 0.02 0.06 0.06 0.07 Crit Moves **** **** **** **** Green Time: 17.9 39.3 39.3 24.9 46.4 46.4 13.7 13.7 13.7 10.0 10.0 34.9 Volume/Cap: 0.26 0.89 0.89 0.89 0.39 0.12 0.89 0.08 0.12 0.57 0.57 0.21 Delay/Veh: 35.8 33.3 33.3 48.4 17.7 15.3 73.1 37.7 38.1 45.2 45.2 22.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.8 33.3 33.3 48.4 17.7 15.3 73.1 37.7 38.1 45.2 45.2 22.9 LOS by Move: D+ C- C- D B B E D+ D+ D D C+ HCM2k95thQ: 5 38 38 25 13 4 19 1 2 6 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Paas 2-5 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative + Mit Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 124 1833 623*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 135 432*** 1 2 763 Loss Time (sec): 12 0 0 47 1 Critical V/C: 0.888 0 37 0 � Avg Crit Del (sec/veh): 61.1 � 1 104 1 Avg Delay (sec/veh): 48.8 1 411 *** LOS: D Lanes: 1 0 2 1 0 Final Vol: 96 1209*** 123 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 7 10 10 --------------- 7 10 II--------------- 10 10 10 II---------------� 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 53 252 47 255 171 67 398 35 86 254 31 94 PasserByVol: 0 83 8 116 140 0 0 0 0 7 0 209 Initial Fut: 96 1209 123 623 1833 124 432 47 104 411 37 763 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 1209 123 623 1833 124 432 47 104 411 37 763 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 1209 123 623 1833 124 432 47 104 411 37 763 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 1209 123 623 1833 124 432 47 104 411 37 763 --------------------------- Saturation Flow Module: ---------------II--------------- ---------------� Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.71 0.29 2.00 3.00 1.00 1.00 1.00 1.00 1.84 0.16 2.00 Final Sat.: 1750 5082 517 3150 5700 1750 1750 1900 1750 3257 293 3150 ------------ I --------------- Capacity Analysis Module: --------------- --------------- II---------------� Vol/Sat: 0.05 0.24 0.24 0.20 0.32 0.07 0.25 0.02 0.06 0.13 0.13 0.24 Crit Moves **** **** **** **** Green Time: 9.7 36.2 36.2 30.1 56.6 56.6 37.5 37.5 37.5 19.2 19.2 49.3 Volume/Cap: 0.77 0.89 0.89 0.89 0.77 0.17 0.89 0.09 0.21 0.89 0.89 0.66 Delay/Veh: 85.9 54.3 54.3 64.0 35.1 24.6 64.4 36.1 37.6 74.1 74.1 37.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 85.9 54.3 54.3 64.0 35.1 24.6 64.4 36.1 37.6 74.1 74.1 37.4 LOS by Move: F D- D- E D+ C E D+ D+ E E D+ HCM2k95thQ: 9 32 32 29 37 7 36 3 7 19 19 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 17:48:45 2018 Paas 3-2 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative + Mit Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 185 0 209- 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 120 Loss Time (sec): 12 Critical V/C: Signal=Protect Final Vol: Lanes: Rights=Include Avg Delay (sec/veh): 51.0 288... 1 D 0 927 2 0 1 74 35 0 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 185 0 209- 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 120 Loss Time (sec): 12 Critical V/C: 0.957 Avg Crit Del (sec/veh): 65.6 Avg Delay (sec/veh): 51.0 LOS: D 1 0 0 1 0 103 183- 74 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Overlap Lanes: Final Vol: 1 970... 0 3 1622 0 1 154 Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 132 70 92 0 158 210 717 23 154 1242 398 Added Vol: 11 25 0 56 0 0 1 163 11 0 239 102 PasserByVol: 0 26 4 61 0 27 77 47 1 0 141 470 Initial Fut: 103 183 74 209 0 185 288 927 35 154 1622 970 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 183 74 209 0 185 288 927 35 154 1622 970 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 183 74 209 0 185 288 927 35 154 1622 970 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 183 74 209 0 185 288 927 35 154 1622 970 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.71 0.29 2.00 0.00 1.00 1.00 2.89 0.11 1.00 3.00 1.00 Final Sat.: 1750 1282 518 3150 0 1750 1750 5396 204 1750 5700 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.14 0.14 0.07 0.00 0.11 0.16 0.17 0.17 0.09 0.28 0.55 Crit Moves **** **** **** **** Green Time: 9.4 17.9 17.9 8.3 0.0 8.3 20.6 54.1 54.1 27.7 61.2 69.5 Volume/Cap: 0.75 0.96 0.96 0.96 0.00 1.53 0.96 0.38 0.38 0.38 0.56 0.96 Delay/Veh: 75.0 93.8 93.8 104.4 0.0 329.5 89.6 22.0 22.0 39.5 20.4 42.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 75.0 93.8 93.8 104.4 0.0 329.5 89.6 22.0 22.0 39.5 20.4 42.6 LOS by Move: E- F F F A F F C+ C+ D C+ D HCM2k95thQ: 11 25 25 11 0 28 23 14 14 9 22 55 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 17:48:45 2018 Paas 3-4 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative + Mit Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Signal=Protect/Ri ghts=l ncl ude Signal=Protect Final Vol: Lanes: Rights=Include 212 1 1 0 0 0 -41 4 0 1717*** 2 1 Vol Cnt Date: 109 0 Rights=Overlap Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 299 0 833*** 1 0 0 0 -41 4 2 Signal=Protect Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 120 1 319 Loss Time (sec): 12 0 Critical WC: 0.827 3 1197 Avg Crit Del (sec/veh): 42.4 0 Avg Delay (sec/veh): 39.0 1 170*** LOS: D -0-) 4� t t-0- ro- Lanes: 1 0 0 1 0 Final Vol: 66 51*** 51 Signal=Protect/Ri ghts=l ncl ude Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 8 14 0 139 0 0 1 304 44 0 232 82 PasserByVol: 2 8 0 236 0 59 36 99 2 3 110 128 Initial Fut: 66 51 51 833 0 299 212 1717 109 170 1197 319 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 51 51 833 0 299 212 1717 109 170 1197 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 51 51 833 0 299 212 1717 109 170 1197 319 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 51 51 833 0 299 212 1717 109 170 1197 319 --------------------------- ---------------II--------------- ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.50 0.50 2.00 0.00 1.00 1.00 2.81 0.19 1.00 3.00 1.00 Final Sat.: 1750 900 900 3150 0 1750 1750 5265 334 1750 5700 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.06 0.26 0.00 0.17 0.12 0.33 0.33 0.10 0.21 0.18 Crit Moves **** **** **** **** Green Time: 12.1 10.0 10.0 37.7 0.0 35.5 22.1 46.5 46.5 13.8 38.2 75.9 Volume/Cap: 0.37 0.68 0.68 0.84 0.00 0.58 0.66 0.84 0.84 0.84 0.66 0.29 Delay/Veh: 51.7 65.4 65.4 45.0 0.0 37.4 50.4 36.6 36.6 78.0 36.2 10.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.7 65.4 65.4 45.0 0.0 37.4 50.4 36.6 36.6 78.0 36.2 10.0 LOS by Move: D- E E D A D+ D D+ D+ E- D+ B+ HCM2k95thQ: 5 8 8 31 0 18 14 35 35 14 22 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Paas 2-10 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 319*** 3 Critical V/C: 0.781 2 857 0 � Avg Crit Del (sec/veh): 114.8 � 0 111 1 Avg Delay (sec/veh): 92.3 2 399*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 238 2790*** 196 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 568 8 35 264 69 107 30 0 16 40 66 PasserByVol: 13 28 12 6 31 35 8 14 4 39 58 26 Initial Fut: 238 3532 196 182 1649 669 350 319 111 399 857 335 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 2790 196 182 1319 669 350 319 111 399 857 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 2790 196 182 1319 669 350 319 111 399 857 335 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 2790 196 182 1319 669 350 319 ill 399 857 335 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.08 0.49 0.11 0.06 0.23 0.38 0.11 0.06 0.06 0.13 0.23 0.19 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.86 1.04 0.20 0.46 0.46 0.60 0.85 0.23 0.19 1.29 1.09 0.57 Delay/Veh: 111.2 107 36.2 82.2 48.7 42.9 92.7 56.0 44.3 234.2 130 51.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 111.2 107 36.2 82.2 48.7 42.9 92.7 56.0 44.3 234.2 130 51.7 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 82 17 12 35 55 21 9 9 37 51 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative + Mit Intersection #48: Lawrence Expressway/ Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 669 1319 182*** Lanes: 1 0 3 0 2 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 181 350 2 1 335 Loss Time (sec): 12 0 0 319*** 3 Critical V/C: 0.781 2 857 0 � Avg Crit Del (sec/veh): 114.8 � 0 111 1 Avg Delay (sec/veh): 92.3 2 399*** LOS: F Lanes: 2 0 3 0 1 Final Vol: 238 2790*** 196 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 18 35 35 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 10.0 10.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 225 2936 176 141 1354 565 235 275 107 344 759 243 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 225 2936 176 141 1354 565 235 275 107 344 759 243 Added Vol: 0 568 8 35 264 69 107 30 0 16 40 66 PasserByVol: 13 28 12 6 31 35 8 14 4 39 58 26 Initial Fut: 238 3532 196 182 1649 669 350 319 111 399 857 335 User Adj: 1.00 0.79 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 2790 196 182 1319 669 350 319 111 399 857 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 2790 196 182 1319 669 350 319 111 399 857 335 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 2790 196 182 1319 669 350 319 ill 399 857 335 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.08 0.49 0.11 0.06 0.23 0.38 0.11 0.06 0.06 0.13 0.23 0.19 Crit Moves **** **** **** **** Green Time: 15.8 85.1 102.9 22.7 92.0 115.7 23.7 43.5 59.3 17.8 37.6 60.3 Volume/Cap: 0.86 1.04 0.20 0.46 0.46 0.60 0.85 0.23 0.19 1.29 1.09 0.57 Delay/Veh: 111.2 107 36.2 82.2 48.7 42.9 92.7 56.0 44.3 234.2 130 51.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 111.2 107 36.2 82.2 48.7 42.9 92.7 56.0 44.3 234.2 130 51.7 LOS by Move: F F D+ F D D F E+ D F F D- HCM2k95thQ: 14 82 17 12 35 55 21 9 9 37 51 29 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Paas 2-11 Vallco Special Area Specific Plan SJ17-1786 Loss Time (sec): 12 0 0 897 3 Critical V/C: 0.905 2 497*** 0 � Avg Crit Del (sec/veh): 110.2 � 0 394 1 Avg Delay (sec/veh): 85.3 2 327 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1515 418 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 362 24 84 627 120 85 77 0 17 66 58 PasserByVol: 8 36 29 27 141 14 36 51 32 22 40 15 Initial Fut: 134 1894 418 361 3689 463 511 897 394 327 497 274 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1515 418 361 2914 463 511 897 394 327 497 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1515 418 361 2914 463 511 897 394 327 497 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1515 418 361 2914 463 511 897 394 327 497 274 --------------------------- --------------- --------------- ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.27 0.24 0.11 0.51 0.26 0.16 0.16 0.23 0.10 0.13 0.16 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.57 0.42 0.93 1.02 0.42 1.26 0.67 0.70 0.92 0.59 0.46 Delay/Veh: 87.7 57.9 42.2 116.2 100 37.3 215.4 65.6 58.9 109.9 66.2 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 57.9 42.2 116.2 100 37.3 215.4 65.6 58.9 109.9 66.2 48.0 LOS by Move: F E+ D F F D+ F E E+ F E D HCM2k95thQ: 9 41 36 27 95 39 40 25 34 25 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative + Mit Intersection #48: Lawrence Expressway/ Homestead Road Sig nal=ProtecURights=Oved ap Final Vol: 463 2914*** 361 Lanes: 1 0 3 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 190 511*** 2 1 274 Loss Time (sec): 12 0 0 897 3 Critical V/C: 0.905 2 497*** 0 � Avg Crit Del (sec/veh): 110.2 � 0 394 1 Avg Delay (sec/veh): 85.3 2 327 LOS: F t Lanes: 2 0 3 0 1 Final Vol: 134*** 1515 418 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II---------------II---------------I Min. Green: 16 86 86 23 93 93 24 44 44 21 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 126 1496 365 250 2921 329 390 769 362 288 391 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 1496 365 250 2921 329 390 769 362 288 391 201 Added Vol: 0 362 24 84 627 120 85 77 0 17 66 58 PasserByVol: 8 36 29 27 141 14 36 51 32 22 40 15 Initial Fut: 134 1894 418 361 3689 463 511 897 394 327 497 274 User Adj: 1.00 0.80 1.00 1.00 0.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 1515 418 361 2914 463 511 897 394 327 497 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 1515 418 361 2914 463 511 897 394 327 497 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 134 1515 418 361 2914 463 511 897 394 327 497 274 --------------------------- --------------- --------------- ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat.: 3150 5700 1750 3150 5700 1750 3150 5700 1750 3150 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.27 0.24 0.11 0.51 0.26 0.16 0.16 0.23 0.10 0.13 0.16 Crit Moves: **** **** **** **** Green Time: 16.3 87.8 109.3 23.5 95.0 119.5 24.5 44.9 61.3 21.5 41.9 65.4 Volume/Cap: 0.49 0.57 0.42 0.93 1.02 0.42 1.26 0.67 0.70 0.92 0.59 0.46 Delay/Veh: 87.7 57.9 42.2 116.2 100 37.3 215.4 65.6 58.9 109.9 66.2 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 87.7 57.9 42.2 116.2 100 37.3 215.4 65.6 58.9 109.9 66.2 48.0 LOS by Move: F E+ D F F D+ F E E+ F E D HCM2k95thQ: 9 41 36 27 95 39 40 25 34 25 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Paas 2-13 1 -2* *:- 0 273*** 1 Critical V/C: 0.893 0 0 0 Avg Crit Del (sec/veh): 39.8 0 0 1 Avg Delay (sec/veh): 32.1 0 0 LOS: C- Lanes: 0 0 4 0 1 Final Vol: 0 4085*** 604 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 380 82 67 107 0 0 38 68 0 0 0 PasserByVol: 0 359 5 16 31 0 0 38 28 0 0 0 Initial Fut: 0 4085 604 645 876 0 130 273 331 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4085 604 645 876 0 130 273 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4085 604 645 876 0 130 273 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4085 604 645 876 0 130 273 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 4.00 1.00 2.00 2.00 0.00 0.66 1.34 1.00 0.00 0.00 0.00 Final Sat.: 0 7600 1750 3150 3800 0 1193 2506 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.54 0.35 0.20 0.23 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 115 115.4 35.8 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.89 0.57 1.09 0.29 0.00 0.69 0.69 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 20.1 13.3 140.1 0.1 0.0 79.8 79.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.1 13.3 140.1 0.1 0.0 79.8 79.8 0.0 0.0 0.0 0.0 LOS by Move: A C+ B F A A E- E- A A A A HCM2k95thQ: 0 59 22 48 1 0 20 20 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative + Mit Intersection #51: Lawrence Expressway/ Calverty Drive -1-280 SB Ramp Signal=Protect/Ri ghts=lg nore Final Vol: 0 876 645*** Lanes: 0 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 130 0 0 0 Loss Time (sec): 9 1 -2* *:- 0 273*** 1 Critical V/C: 0.893 0 0 0 Avg Crit Del (sec/veh): 39.8 0 0 1 Avg Delay (sec/veh): 32.1 0 0 LOS: C- Lanes: 0 0 4 0 1 Final Vol: 0 4085*** 604 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 380 82 67 107 0 0 38 68 0 0 0 PasserByVol: 0 359 5 16 31 0 0 38 28 0 0 0 Initial Fut: 0 4085 604 645 876 0 130 273 331 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4085 604 645 876 0 130 273 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4085 604 645 876 0 130 273 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4085 604 645 876 0 130 273 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 4.00 1.00 2.00 2.00 0.00 0.66 1.34 1.00 0.00 0.00 0.00 Final Sat.: 0 7600 1750 3150 3800 0 1193 2506 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.54 0.35 0.20 0.23 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 115 115.4 35.8 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.89 0.57 1.09 0.29 0.00 0.69 0.69 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 20.1 13.3 140.1 0.1 0.0 79.8 79.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 20.1 13.3 140.1 0.1 0.0 79.8 79.8 0.0 0.0 0.0 0.0 LOS by Move: A C+ B F A A E- E- A A A A HCM2k95thQ: 0 59 22 48 1 0 20 20 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Page 2-14 1 -4- -0�- 0 706 1 Critical V/C: 1.075 0 0 0 � Avg Crit Del (sec/veh): 82.0 � 0 0 1 Avg Delay (sec/veh): 79.2 0 0 LOS: E- t* -t Lanes: 0 0 4 0 1 Final Vol: 0*** 1477 189 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 249 32 171 315 0 0 93 203 0 0 0 PasserByVol: 0 110 0 115 253 0 0 214 149 0 0 0 Initial Fut: 0 1477 189 1031 3056 0 74 706 1186 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1477 189 1031 3056 0 74 706 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1477 189 1031 3056 0 74 706 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1477 189 1031 3056 0 74 706 0 0 0 0 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 4.00 1.00 2.00 2.00 0.00 0.19 1.81 1.00 0.00 0.00 0.00 Final Sat.: 0 7600 1750 3150 3800 0 351 3349 1750 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.11 0.33 0.80 0.00 0.21 0.21 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.47 0.26 1.17 1.17 0.00 0.83 0.83 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 30.9 28.0 147.1 86.9 0.0 62.8 62.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 30.9 28.0 147.1 86.9 0.0 62.8 62.8 0.0 0.0 0.0 0.0 LOS by Move: A C C F F A E E A A A A HCM2k95thQ: 0 20 10 68 152 0 30 30 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative + Mit Intersection #51: Lawrence Expressway/ Calverty Drive -1-280 SB Ramp Signal=Protect/Ri ghts=lg nore Final Vol: 0 3056*** 1031 Lanes: 0 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 74*** 0 0 0 Loss Time (sec): 9 1 -4- -0�- 0 706 1 Critical V/C: 1.075 0 0 0 � Avg Crit Del (sec/veh): 82.0 � 0 0 1 Avg Delay (sec/veh): 79.2 0 0 LOS: E- t* -t Lanes: 0 0 4 0 1 Final Vol: 0*** 1477 189 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 249 32 171 315 0 0 93 203 0 0 0 PasserByVol: 0 110 0 115 253 0 0 214 149 0 0 0 Initial Fut: 0 1477 189 1031 3056 0 74 706 1186 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1477 189 1031 3056 0 74 706 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1477 189 1031 3056 0 74 706 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1477 189 1031 3056 0 74 706 0 0 0 0 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 4.00 1.00 2.00 2.00 0.00 0.19 1.81 1.00 0.00 0.00 0.00 Final Sat.: 0 7600 1750 3150 3800 0 351 3349 1750 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.11 0.33 0.80 0.00 0.21 0.21 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.47 0.26 1.17 1.17 0.00 0.83 0.83 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 30.9 28.0 147.1 86.9 0.0 62.8 62.8 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 30.9 28.0 147.1 86.9 0.0 62.8 62.8 0.0 0.0 0.0 0.0 LOS by Move: A C C F F A E E A A A A HCM2k95thQ: 0 20 10 68 152 0 30 30 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Paas 2-16 0 0 347 2 Critical V/C: 0.691 2 669*** 0 � Avg Crit Del (sec/veh): 89.3 � 0 201 1 Avg Delay (sec/veh): 66.8 1 45 LOS: E t Lanes: 2 0 4 0 1 Final Vol: 396*** 2654 47 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II--------------- ---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 91 434 0 1 164 9 25 1 20 0 4 1 PasserByVol: 1 280 1 9 44 3 12 6 8 0 3 49 Initial Fut: 396 2654 47 71 689 449 801 347 201 45 669 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 396 2654 47 71 689 449 801 347 201 45 669 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 396 2654 47 71 689 449 801 347 201 45 669 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 396 2654 47 71 689 449 801 347 201 45 669 0 ---------------------------II---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 1750 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.13 0.35 0.03 0.02 0.09 0.26 0.25 0.09 0.11 0.03 0.18 0.00 Crit Moves: **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.18 0.94 0.06 0.30 0.27 0.42 0.94 0.21 0.21 0.43 0.81 0.00 Delay/Veh: 192.2 59.4 26.9 83.1 49.1 27.3 84.4 33.7 22.9 88.3 75.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 192.2 59.4 26.9 83.1 49.1 27.3 84.4 33.7 22.9 88.3 75.6 0.0 LOS by Move: F E+ C F D C F C- C+ F E- A HCM2k95thQ: 31 58 2 5 15 32 48 ll 12 6 34 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background AM Housing Rich Alternative + Mit Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 449 689*** 71 Lanes: 1 0 4 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 801 *** 2 1 0 Loss Time (sec): 12 0 0 347 2 Critical V/C: 0.691 2 669*** 0 � Avg Crit Del (sec/veh): 89.3 � 0 201 1 Avg Delay (sec/veh): 66.8 1 45 LOS: E t Lanes: 2 0 4 0 1 Final Vol: 396*** 2654 47 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II--------------- ---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 91 434 0 1 164 9 25 1 20 0 4 1 PasserByVol: 1 280 1 9 44 3 12 6 8 0 3 49 Initial Fut: 396 2654 47 71 689 449 801 347 201 45 669 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 396 2654 47 71 689 449 801 347 201 45 669 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 396 2654 47 71 689 449 801 347 201 45 669 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 396 2654 47 71 689 449 801 347 201 45 669 0 ---------------------------II---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 1750 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.13 0.35 0.03 0.02 0.09 0.26 0.25 0.09 0.11 0.03 0.18 0.00 Crit Moves: **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.18 0.94 0.06 0.30 0.27 0.42 0.94 0.21 0.21 0.43 0.81 0.00 Delay/Veh: 192.2 59.4 26.9 83.1 49.1 27.3 84.4 33.7 22.9 88.3 75.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 192.2 59.4 26.9 83.1 49.1 27.3 84.4 33.7 22.9 88.3 75.6 0.0 LOS by Move: F E+ C F D C F C- C+ F E- A HCM2k95thQ: 31 58 2 5 15 32 48 ll 12 6 34 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:42:24 2018 Paas 2-17 0 0 962*** 2 Critical V/C: 0.702 2 465 0 Avg Crit Del (sec/veh): 58.1 0 600 1 Avg Delay (sec/veh): 55.3 1 152*** LOS: E+ Lanes: 2 0 4 0 1 Final Vol: 289 1075*** 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 41 270 0 4 483 27 9 4 97 0 3 1 PasserByVol: 0 85 0 70 279 37 3 2 3 1 7 15 Initial Fut: 289 1075 143 527 2862 532 275 962 600 152 465 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 289 1075 143 527 2862 532 275 962 600 152 465 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 289 1075 143 527 2862 532 275 962 600 152 465 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 289 1075 143 527 2862 532 275 962 600 152 465 0 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 1750 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.14 0.08 0.17 0.38 0.30 0.09 0.25 0.34 0.09 0.12 0.00 Crit Moves **** **** **** **** Green Time: 19.9 55.0 72.0 29.0 64.1 82.3 18.3 45.0 64.9 17.0 43.7 0.0 Volume/Cap: 0.73 0.41 0.18 0.91 0.93 0.58 0.75 0.89 0.83 0.81 0.44 0.00 Delay/Veh: 73.0 37.1 21.2 82.0 56.9 34.0 76.3 63.3 50.0 91.0 47.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.0 37.1 21.2 82.0 56.9 34.0 76.3 63.3 50.0 91.0 47.4 0.0 LOS by Move: E D+ C+ F E+ C- E- E D F D A HCM2k95thQ: 15 15 6 27 54 36 15 40 47 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Background PM Housing Rich Alternative + Mit Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 532 2862 527*** Lanes: 1 0 4 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 158 275 2 1 0 Loss Time (sec): 12 0 0 962*** 2 Critical V/C: 0.702 2 465 0 Avg Crit Del (sec/veh): 58.1 0 600 1 Avg Delay (sec/veh): 55.3 1 152*** LOS: E+ Lanes: 2 0 4 0 1 Final Vol: 289 1075*** 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 41 270 0 4 483 27 9 4 97 0 3 1 PasserByVol: 0 85 0 70 279 37 3 2 3 1 7 15 Initial Fut: 289 1075 143 527 2862 532 275 962 600 152 465 125 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 289 1075 143 527 2862 532 275 962 600 152 465 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 289 1075 143 527 2862 532 275 962 600 152 465 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 289 1075 143 527 2862 532 275 962 600 152 465 0 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 1750 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.14 0.08 0.17 0.38 0.30 0.09 0.25 0.34 0.09 0.12 0.00 Crit Moves **** **** **** **** Green Time: 19.9 55.0 72.0 29.0 64.1 82.3 18.3 45.0 64.9 17.0 43.7 0.0 Volume/Cap: 0.73 0.41 0.18 0.91 0.93 0.58 0.75 0.89 0.83 0.81 0.44 0.00 Delay/Veh: 73.0 37.1 21.2 82.0 56.9 34.0 76.3 63.3 50.0 91.0 47.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.0 37.1 21.2 82.0 56.9 34.0 76.3 63.3 50.0 91.0 47.4 0.0 LOS by Move: E D+ C+ F E+ C- E- E D F D A HCM2k95thQ: 15 15 6 27 54 36 15 40 47 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Final Vol: 0 Lanes: 0 Lanes: Final Vol: Signal=Spl iURights=l gnore Signal=Protect Final Vol: Lanes: Rights=Include 0 1 1 0 777- 2 0 n/a 1875 3 120 0 9 0 0 1.028 Lanes: Final Vol: Signal=Spl iURights=l gnore 91 46- 0 1 1 0 Vol Cnt Date: n/a Cycle Time (sec): 120 Loss Time (sec): 9 Critical V/C: 1.028 Avg Crit Del (sec/veh): 92.6 Avg Delay (sec/veh): 37.8 LOS: D+ -4) *t t t 1 0 1! 0 1 322 8- 567 Signal=Spl iURights=l ncl u d e Signal=Protect Rights=Include Lanes: Final Vol: 1 715- 0 3 833 0 0 0 Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 322 8 490 46 91 0 758 1493 0 0 638 576 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 322 8 490 46 91 0 758 1493 0 0 638 576 Added Vol: 0 0 77 0 0 0 0 331 0 0 143 134 PasserByVol: 0 0 0 0 0 0 19 51 0 0 52 5 Initial Fut: 322 8 567 46 91 0 777 1875 0 0 833 715 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 322 8 567 46 91 0 777 1875 0 0 833 715 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 322 8 567 46 91 0 777 1875 0 0 833 715 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 322 8 567 46 91 0 777 1875 0 0 833 715 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 0.99 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.35 0.02 1.63 0.69 1.31 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 2373 31 2846 1242 2457 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.14 0.26 0.20 0.04 0.04 0.00 0.25 0.33 0.00 0.00 0.15 0.41 Crit Moves **** **** **** **** Green Time: 28.6 28.6 28.6 10.0 10.0 0.0 27.3 72.4 0.0 0.0 45.2 45.2 Volume/Cap: 0.57 1.09 0.84 0.44 0.44 0.00 1.09 0.55 0.00 0.00 0.39 1.09 Delay/Veh: 40.8 103 49.4 53.4 53.4 0.0 96.6 0.2 0.0 0.0 16.5 83.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.8 103 49.4 53.4 53.4 0.0 96.6 0.2 0.0 0.0 16.5 83.0 LOS by Move: D F D D- D- A F A A A B F HCM2k95thQ: 16 44 27 6 6 0 39 2 0 0 9 57 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-2 Loss Time (sec): 9 0 0 1908 3 Critical V/C: 0.859 3 955 0 Avg Crit Del (sec/veh): 48.0 0 0 0 Avg Delay (sec/veh): 20.8 0 0 LOS: C+ Lanes: 1 0 1! 0 1 Final Vol: 183 0 443*** Signal=Spl it/Rights=l ncl u de Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 38 0 0 0 0 296 0 0 250 221 PasserByVol: 0 0 0 0 0 0 5 24 0 0 56 1 Initial Fut: 183 0 443 61 148 0 470 1908 0 0 955 794 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 443 61 148 0 470 1908 0 0 955 794 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 443 61 148 0 470 1908 0 0 955 794 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 443 61 148 0 470 1908 0 0 955 794 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.30 0.00 1.70 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 2272 0 3063 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.14 0.06 0.06 0.00 0.15 0.33 0.00 0.00 0.17 0.45 Crit Moves: **** **** **** **** Green Time: 23.4 0.0 23.4 10.0 10.0 0.0 24.2 97.6 0.0 0.0 73.4 73.4 Volume/Cap: 0.48 0.00 0.86 0.79 0.79 0.00 0.86 0.48 0.00 0.00 0.32 0.86 Delay/Veh: 53.1 0.0 67.4 78.8 78.8 0.0 62.1 0.1 0.0 0.0 5.1 16.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.1 0.0 67.4 78.8 78.8 0.0 62.1 0.1 0.0 0.0 5.1 16.3 LOS by Move: D- A E E- E- A E A A A A B HCM2k95thQ: 12 0 25 12 12 0 22 2 0 0 5 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #2: Stevens Creek Boulevard / SR -85 Ramps (East) Signal=Spl it/Rights=l gnore Final Vol: 0 148 61*** Lanes: 0 0 1 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 470*** 2 1 794*** Loss Time (sec): 9 0 0 1908 3 Critical V/C: 0.859 3 955 0 Avg Crit Del (sec/veh): 48.0 0 0 0 Avg Delay (sec/veh): 20.8 0 0 LOS: C+ Lanes: 1 0 1! 0 1 Final Vol: 183 0 443*** Signal=Spl it/Rights=l ncl u de Street Name: SR -85 Ramps (East) Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 183 0 405 61 148 0 465 1588 0 0 649 572 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 183 0 405 61 148 0 465 1588 0 0 649 572 Added Vol: 0 0 38 0 0 0 0 296 0 0 250 221 PasserByVol: 0 0 0 0 0 0 5 24 0 0 56 1 Initial Fut: 183 0 443 61 148 0 470 1908 0 0 955 794 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 183 0 443 61 148 0 470 1908 0 0 955 794 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 183 0 443 61 148 0 470 1908 0 0 955 794 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 183 0 443 61 148 0 470 1908 0 0 955 794 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.95 0.98 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 1.30 0.00 1.70 0.60 1.40 0.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 2272 0 3063 1080 2619 0 3150 5700 0 0 5700 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.14 0.06 0.06 0.00 0.15 0.33 0.00 0.00 0.17 0.45 Crit Moves: **** **** **** **** Green Time: 23.4 0.0 23.4 10.0 10.0 0.0 24.2 97.6 0.0 0.0 73.4 73.4 Volume/Cap: 0.48 0.00 0.86 0.79 0.79 0.00 0.86 0.48 0.00 0.00 0.32 0.86 Delay/Veh: 53.1 0.0 67.4 78.8 78.8 0.0 62.1 0.1 0.0 0.0 5.1 16.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 53.1 0.0 67.4 78.8 78.8 0.0 62.1 0.1 0.0 0.0 5.1 16.3 LOS by Move: D- A E E- E- A E A A A A B HCM2k95thQ: 12 0 25 12 12 0 22 2 0 0 5 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:38:56 2018 Page 2-1 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #3: Stellinq Road / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Si gnat=ProtecURi ghts=l ncl ude 218 306*** 192 0 1 1 0 1 4 Vol Cnt Date: n/a Cycle Time (sec): 120 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include 323 2 40.7 0 1117*** 2 0 202 1 Lanes: Final Vol: Si gnat=ProtecURi ghts=l ncl ude 218 306*** 192 0 1 1 0 1 4 Vol Cnt Date: n/a Cycle Time (sec): 120 Loss Time (sec): 12 Critical V/C: 0.809 Avg Crit Del (sec/veh): 40.7 Avg Delay (sec/veh): 37.9 LOS: D+ t 1 0 1 1 0 318*** 597 176 Si gnat=ProtecURi ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 1 184 0 2 1116 0 2 348*.* Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 270 586 162 177 304 184 310 776 181 337 678 171 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 270 586 162 177 304 184 310 776 181 337 678 171 Added Vol: 48 0 10 15 0 29 12 289 21 11 385 13 PasserByVol: 0 11 4 0 2 5 1 52 0 0 53 0 Initial Fut: 318 597 176 192 306 218 323 1117 202 348 1116 184 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 318 597 176 192 306 218 323 1117 202 348 1116 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 318 597 176 192 306 218 323 1117 202 348 1116 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 318 597 176 192 306 218 323 1117 202 348 1116 184 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.53 0.47 1.00 1.15 0.85 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2857 842 1750 2160 1539 3150 3800 1750 3150 3800 1750 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.18 0.21 0.21 0.11 0.14 0.14 0.10 0.29 0.12 0.11 0.29 0.11 Crit Moves: **** **** **** **** Green Time: 27.0 31.5 31.5 16.5 21.0 21.0 15.5 43.6 43.6 16.4 44.5 44.5 Volume/Cap: 0.81 0.80 0.80 0.80 0.81 0.81 0.79 0.81 0.32 0.81 0.79 0.28 Delay/Veh: 55.9 46.0 46.0 66.9 55.1 55.1 55.8 25.0 17.3 55.9 23.6 16.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.9 46.0 46.0 66.9 55.1 55.1 55.8 25.0 17.3 55.9 23.6 16.4 LOS by Move: E+ D D E E+ E+ E+ C B E+ C B HCM2k95thQ: 25 27 27 18 21 21 14 29 8 14 27 7 Note: Queue reported is the number of cars per lane. Traftix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:38:56 2018 Paas 2-2 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #3: Stelling Road / Stevens Creek Boulevard Signal=Protect/Ri ghts=l ncl ude Final Vol: 200 503 298'** Lanes: 0 1 4 1 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 395 2 1 154 Loss Time (sec): 12 0 0 1512*** 2 Critical V/C: 0.973 2 1241 0 Avg Crit Del (sec/veh): 62.9 0 355 1 Avg Delay (sec/veh): 51.9 2 416*** LOS: D- t Lanes: 1 0 1 1 0 Final Vol: 226 386*** 313 Signal=Protect/Ri ghts=l ncl ude Street Name: Stelling Road Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 7 10 10 --------------- 7 10 II--------------- 10 7 10 II---------------� 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 200 383 310 285 494 183 363 1068 306 409 814 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 383 310 285 494 183 363 1068 306 409 814 134 Added Vol: 26 0 2 13 0 16 29 424 49 4 370 20 PasserByVol: 0 3 1 0 9 1 3 20 0 3 57 0 Initial Fut: 226 386 313 298 503 200 395 1512 355 416 1241 154 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 226 386 313 298 503 200 395 1512 355 416 1241 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 386 313 298 503 200 395 1512 355 416 1241 154 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 226 386 313 298 503 200 395 1512 355 416 1241 154 --------------------------- Saturation Flow Module: --------------- --------------- ---------------� Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.95 0.92 0.98 0.95 0.83 1.00 0.92 0.83 1.00 0.92 Lanes: 1.00 1.08 0.92 1.00 1.42 0.58 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1750 2042 1656 1750 2647 1052 3150 3800 1750 3150 3800 1750 ------------ I --------------- Capacity Analysis Module: --------------- --------------- ---------------� Vol/Sat: 0.13 0.19 0.19 0.17 0.19 0.19 0.13 0.40 0.20 0.13 0.33 0.09 Crit Moves **** **** **** **** Green Time: 20.9 27.2 27.2 24.5 30.8 30.8 21.2 57.3 57.3 19.0 55.1 55.1 Volume/Cap: 0.86 0.97 0.97 0.97 0.86 0.86 0.83 0.97 0.50 0.97 0.83 0.22 Delay/Veh: 82.6 82.8 82.8 101.2 62.1 62.1 62.4 38.6 17.1 90.2 25.7 16.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.6 82.8 82.8 101.2 62.1 62.1 62.4 38.6 17.1 90.2 25.7 16.2 LOS by Move: F F F F E E E D+ B F C B HCM2k95thQ: 23 34 34 31 30 30 19 55 15 22 35 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-3 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #8: De Anza Boulevard / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 115 1417 238*** Lanes: 1 0 4 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 291 2 0 391 Loss Time (sec): 12 0 1 412 2 Critical V/C: 0.880 1 676 0 � Avg Crit Del (sec/veh): 41.2 � 0 380*** 1 Avg Delay (sec/veh): 42.0 2 552*** LOS: D Lanes: 2 0 4 0 1 Final Vol: 405 2556*** 292 Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 7 10 10 --------------- 7 10 II--------------- 10 7 10 II---------------� 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 390 1844 171 153 1179 99 265 292 362 506 608 333 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 390 1844 171 153 1179 99 265 292 362 506 608 333 Added Vol: 15 681 55 40 209 16 26 53 18 41 58 53 PasserByVol: 0 31 66 45 29 0 0 67 0 5 10 5 Initial Fut: 405 2556 292 238 1417 115 291 412 380 552 676 391 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 405 2556 292 238 1417 115 291 412 380 552 676 391 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 405 2556 292 238 1417 115 291 412 380 552 676 391 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 405 2556 292 238 1417 115 291 412 380 552 676 391 --------------------------- Saturation Flow Module: --------------- --------------- ---------------I Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.99 0.95 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 1.25 0.75 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 3150 2343 1355 ------------ I --------------- Capacity Analysis Module: --------------- --------------- ---------------I Vol/Sat: 0.13 0.34 0.17 0.08 0.19 0.07 0.09 0.11 0.22 0.18 0.29 0.29 Crit Moves: **** **** **** **** Green Time: 26.8 53.5 53.5 12.0 38.8 38.8 15.1 34.6 34.6 27.9 47.3 47.3 Volume/Cap: 0.67 0.88 0.44 0.88 0.67 0.24 0.85 0.44 0.88 0.88 0.85 0.85 Delay/Veh: 47.3 27.1 19.3 85.7 34.3 29.4 79.8 44.9 69.1 68.0 49.0 49.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 47.3 27.1 19.3 85.7 34.3 29.4 79.8 44.9 69.1 68.0 49.0 49.0 LOS by Move: D C B- F C- C E- D E E D D HCM2k95thQ: 19 42 13 13 21 6 15 12 31 26 36 36 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-4 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #8: De Anza Boulevard / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect/Ri ghts=l ncl ude Final Vol: 176 2194 446 - Lanes: 1 0 4 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 140 219 2 0 274 Loss Time (sec): 12 0 1 887- 2 Critical V/C: 0.979 1 652 0 � Avg Crit Del (sec/veh): 76.2 � 0 365 1 Avg Delay (sec/veh): 48.4 2 417 - LOS: D Lanes: 2 0 4 0 1 Final Vol: 534 1655 678`*` Signal=Protect/Ri ghts=l ncl ude Street Name: De Anza Boulevard Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 7 10 10 --------------- 7 10 II--------------- 10 7 10 II---------------� 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 507 1193 635 349 1434 138 191 790 343 326 510 165 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 507 1193 635 349 1434 138 191 790 343 326 510 165 Added Vol: 27 431 42 86 732 38 28 73 22 59 75 74 PasserByVol: 0 31 1 11 28 0 0 24 0 32 67 35 Initial Fut: 534 1655 678 446 2194 176 219 887 365 417 652 274 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 534 1655 678 446 2194 176 219 887 365 417 652 274 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 534 1655 678 446 2194 176 219 887 365 417 652 274 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 534 1655 678 446 2194 176 219 887 365 417 652 274 --------------------------- Saturation Flow Module: ---------------II--------------- ---------------I Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.83 0.98 0.95 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 2.00 1.39 0.61 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 3150 2604 1094 ------------ I --------------- Capacity Analysis Module: --------------- --------------- ---------------I Vol/Sat: 0.17 0.22 0.39 0.14 0.29 0.10 0.07 0.23 0.21 0.13 0.25 0.25 Crit Moves: **** **** **** **** Green Time: 28.0 55.4 55.4 20.3 47.7 47.7 11.4 33.4 33.4 18.9 41.0 41.0 Volume/Cap: 0.85 0.55 0.98 0.98 0.85 0.30 0.86 0.98 0.87 0.98 0.86 0.86 Delay/Veh: 55.4 18.6 52.3 89.4 30.9 22.5 87.1 77.6 69.5 98.2 53.6 53.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.4 18.6 52.3 89.4 30.9 22.5 87.1 77.6 69.5 98.2 53.6 53.6 LOS by Move: E+ B- D- F C C+ F E- E F D- D- HCM2k95thQ: 27 18 57 23 33 8 12 37 29 23 33 33 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-5 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 697 73- 0 1 3 0 1 4 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 30.8 177*** 1 0 57 1 0 210 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 59 697 73- 0 1 3 0 1 4 Vol Cnt Date: n/a Cycle Time (sec): 140 Loss Time (sec): 12 Critical V/C: 0.813 Avg Crit Del (sec/veh): 30.8 Avg Delay (sec/veh): 35.5 LOS: D+ -4) *t t t 1 0 2 1 0 345 2688*** 97 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 100 1 0 85*** 0 2 45 Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 345 2009 97 73 506 58 170 57 210 45 85 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 2009 97 73 506 58 170 57 210 45 85 96 Added Vol: 0 604 0 0 176 0 0 0 0 0 0 0 PasserByVol: 0 75 0 0 15 1 7 0 0 0 0 4 Initial Fut: 345 2688 97 73 697 59 177 57 210 45 85 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 2688 97 73 697 59 177 57 210 45 85 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 2688 97 73 697 59 177 57 210 45 85 100 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 2688 97 73 697 59 177 57 210 45 85 100 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.95 0.95 Lanes: 1.00 2.89 0.11 1.00 3.67 0.33 1.00 1.00 1.00 2.00 0.46 0.54 Final Sat.: 1750 5405 195 1750 6914 585 1750 1900 1750 3150 827 973 ------------ I ---------------II--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.20 0.50 0.50 0.04 0.10 0.10 0.10 0.03 0.12 0.01 0.10 0.10 Crit Moves **** **** **** **** Green Time: 61.4 85.7 85.7 7.2 31.4 31.4 17.4 22.0 22.0 13.1 17.7 17.7 Volume/Cap: 0.45 0.81 0.81 0.81 0.45 0.45 0.81 0.19 0.76 0.15 0.81 0.81 Delay/Veh: 27.9 22.5 22.5 106.7 47.0 47.0 79.9 51.6 68.4 58.6 79.0 79.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 27.9 22.5 22.5 106.7 47.0 47.0 79.9 51.6 68.4 58.6 79.0 79.0 LOS by Move: C C+ C+ F D D E- D- E E+ E- E- HCM2k95thQ: 19 47 47 7 13 13 19 4 20 2 19 19 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-6 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #12: De Anza Boulevard / McClellan Road Final Vol: Lanes: Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 109 2689*** 82 0 1 3 0 1 Vol Cnt Date: n/a Cycle Time (sec): 120 Loss Time (sec): 12 Critical V/C: 1.065 Avg Crit Del (sec/veh): 87.3 Avg Delay (sec/veh): 69.5 LOS: E t 1 0 2 1 0 382*** 1194 64 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 43 1 0 112 0 2 214*** Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 255 0 0 586 0 0 0 0 0 0 0 PasserByVol: 0 26 0 3 66 6 2 0 0 0 0 1 Initial Fut: 382 1194 64 82 2689 109 126 122 524 214 112 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1194 64 82 2689 109 126 122 524 214 112 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1194 64 82 2689 109 126 122 524 214 112 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1194 64 82 2689 109 126 122 524 214 112 43 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.95 0.95 Lanes: 1.00 2.84 0.16 1.00 3.84 0.16 1.00 1.00 1.00 2.00 0.72 0.28 Final Sat.: 1750 5315 285 1750 7207 292 1750 1900 1750 3150 1301 499 ------------ I --------------- --------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.22 0.05 0.37 0.37 0.07 0.06 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 24.6 52.9 52.9 13.7 42.0 42.0 18.8 33.7 33.7 7.7 22.5 22.5 Volume/Cap: 1.07 0.51 0.51 0.41 1.07 1.07 0.46 0.23 1.07 1.07 0.46 0.46 Delay/Veh: 113.6 24.4 24.4 50.7 77.0 77.0 47.2 33.4 102.2 138.0 44.3 44.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 113.6 24.4 24.4 50.7 77.0 77.0 47.2 33.4 102.2 138.0 44.3 44.3 LOS by Move: F C C D E- E- D C- F F D D HCM2k95thQ: 33 20 20 6 49 49 10 7 48 17 11 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Protect Final Vol: Lanes: Rights=Include 126 1 0 122 1 0 524- 1 Lanes: Final Vol: Signal=Protect/Ri ghts=l ncl ude 109 2689*** 82 0 1 3 0 1 Vol Cnt Date: n/a Cycle Time (sec): 120 Loss Time (sec): 12 Critical V/C: 1.065 Avg Crit Del (sec/veh): 87.3 Avg Delay (sec/veh): 69.5 LOS: E t 1 0 2 1 0 382*** 1194 64 Signal=Protect/Ri ghts=l ncl ude Signal=Protect Rights=Include Lanes: Final Vol: 0 43 1 0 112 0 2 214*** Street Name: De Anza Boulevard McClellan Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 382 913 64 79 2037 103 124 122 524 214 112 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 382 913 64 79 2037 103 124 122 524 214 112 42 Added Vol: 0 255 0 0 586 0 0 0 0 0 0 0 PasserByVol: 0 26 0 3 66 6 2 0 0 0 0 1 Initial Fut: 382 1194 64 82 2689 109 126 122 524 214 112 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1194 64 82 2689 109 126 122 524 214 112 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1194 64 82 2689 109 126 122 524 214 112 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1194 64 82 2689 109 126 122 524 214 112 43 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.92 0.99 0.95 0.92 1.00 0.92 0.83 0.95 0.95 Lanes: 1.00 2.84 0.16 1.00 3.84 0.16 1.00 1.00 1.00 2.00 0.72 0.28 Final Sat.: 1750 5315 285 1750 7207 292 1750 1900 1750 3150 1301 499 ------------ I --------------- --------------- --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.22 0.22 0.22 0.05 0.37 0.37 0.07 0.06 0.30 0.07 0.09 0.09 Crit Moves: **** **** **** **** Green Time: 24.6 52.9 52.9 13.7 42.0 42.0 18.8 33.7 33.7 7.7 22.5 22.5 Volume/Cap: 1.07 0.51 0.51 0.41 1.07 1.07 0.46 0.23 1.07 1.07 0.46 0.46 Delay/Veh: 113.6 24.4 24.4 50.7 77.0 77.0 47.2 33.4 102.2 138.0 44.3 44.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 113.6 24.4 24.4 50.7 77.0 77.0 47.2 33.4 102.2 138.0 44.3 44.3 LOS by Move: F C C D E- E- D C- F F D D HCM2k95thQ: 33 20 20 6 49 49 10 7 48 17 11 11 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-7 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #23: Wolfe Road / Fremont Avenue Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 637*** 1086 20 Lanes: 1 0 2 1 0 4 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 185 520*** 2 0 148 Loss Time (sec): 12 0 1 223 2 Critical V/C: 0.810 0 49*** 0 Avg Crit Del (sec/veh): 69.4 0 281 1 Avg Delay (sec/veh): 54.9 1 8 LOS: D- t Lanes: 1 0 2 1 0 Final Vol: 205*** 1479 36 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 7 10 10 --------------- 10 10 II--------------- 10 7 10 II---------------� 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 133 1191 35 20 771 571 411 213 172 7 49 148 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 133 1191 35 20 771 571 411 213 172 7 49 148 Added Vol: 32 204 0 0 131 64 109 0 31 0 0 0 PasserByVol: 40 84 1 0 184 2 0 10 78 1 0 0 Initial Fut: 205 1479 36 20 1086 637 520 223 281 8 49 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 205 1479 36 20 1086 637 520 223 281 8 49 148 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 205 1479 36 20 1086 637 520 223 281 8 49 148 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 205 1479 36 20 1086 637 520 223 281 8 49 148 --------------------------- Saturation Flow Module: --------------- --------------- ---------------� Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.92 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.93 0.07 0.06 2.94 1.00 2.00 2.00 1.00 1.00 0.25 0.75 Final Sat.: 1750 5467 133 101 5499 1750 3150 3800 1750 1750 448 1352 ------------ I ---------------II--------------- Capacity Analysis Module: --------------- II---------------� Vol/Sat: 0.12 0.27 0.27 0.00 0.20 0.36 0.17 0.06 0.16 0.00 0.11 0.11 Crit Moves: **** **** **** **** Green Time: 26.8 63.5 63.5 49.5 83.2 83.2 37.7 37.7 64.5 25.0 25.0 25.0 Volume/Cap: 0.81 0.79 0.79 0.74 0.44 0.81 0.81 0.29 0.46 0.03 0.81 0.81 Delay/Veh: 92.0 55.4 55.4 62.2 34.1 49.2 75.9 60.8 46.0 67.7 93.7 93.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 92.0 55.4 55.4 62.2 34.1 49.2 75.9 60.8 46.0 67.7 93.7 93.7 LOS by Move: F E+ E+ E C- D E- E D E F F HCM2k95thQ: 21 41 41 32 24 53 28 10 22 1 23 23 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-8 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #23: Wolfe Road / Fremont Avenue Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Sig nal=Perm+Prot/RI ghts=l ncl u d e Final Vol: 721 2034*** 81 Lanes: 1 0 2 1 0 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 170 487*** 2 0 19 Loss Time (sec): 12 0 1 500 2 Critical V/C: 0.836 0 30*** 0 Avg Crit Del (sec/veh): 51.4 0 527 1 Avg Delay (sec/veh): 55.6 1 14 LOS: E+ t Lanes: 1 0 2 1 0 Final Vol: 325*** 1142 78 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Fremont Avenue Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 7 10 10 --------------- 10 10 II--------------- 10 7 10 II---------------� 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 213 773 71 81 1644 616 430 489 425 14 30 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 773 71 81 1644 616 430 489 425 14 30 19 Added Vol: 44 209 0 0 247 103 57 0 40 0 0 0 PasserByVol: 68 160 7 0 143 2 0 11 62 0 0 0 Initial Fut: 325 1142 78 81 2034 721 487 500 527 14 30 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 325 1142 78 81 2034 721 487 500 527 14 30 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 325 1142 78 81 2034 721 487 500 527 14 30 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 325 1142 78 81 2034 721 487 500 527 14 30 19 --------------------------- Saturation Flow Module: ---------------II--------------- ---------------� Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.95 0.98 0.92 0.83 1.00 0.92 0.92 0.95 0.95 Lanes: 1.00 2.80 0.20 0.12 2.88 1.00 2.00 2.00 1.00 1.00 0.61 0.39 Final Sat.: 1750 5241 358 214 5385 1750 3150 3800 1750 1750 1102 698 ------------ I --------------- Capacity Analysis Module: --------------- --------------- ---------------� Vol/Sat: 0.19 0.22 0.22 0.00 0.38 0.41 0.15 0.13 0.30 0.01 0.03 0.03 Crit Moves: **** **** **** **** Green Time: 36.5 43.0 43.0 77.5 81.0 81.0 30.5 30.8 67.4 9.7 10.0 10.0 Volume/Cap: 0.86 0.86 0.86 0.83 0.79 0.86 0.86 0.73 0.76 0.14 0.46 0.46 Delay/Veh: 82.8 66.3 66.3 42.8 39.1 49.0 80.5 69.4 49.2 76.9 80.6 80.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 82.8 66.3 66.3 42.8 39.1 49.0 80.5 69.4 49.2 76.9 80.6 80.6 LOS by Move: F E E D D D F E D E- F F HCM2k95thQ: 31 35 35 48 47 53 24 20 39 2 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-9 0 Loss Time (sec): 12 0 20 1 Critical V/C: 0.917 0 40 0 � Avg Crit Del (sec/veh): 47.5 � 1 30 1 Avg Delay (sec/veh): 37.5 1 163*** LOS: D+ Lanes: 1 0 2 1 0 Final Vol: 82 2144*** 125 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 66 263 63 243 121 75 196 15 30 96 36 45 PasserByVol: 0 492 1 230 327 0 0 0 0 2 0 59 Initial Fut: 82 2144 125 699 1345 95 214 20 30 163 40 226 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 2144 125 699 1345 95 214 20 30 163 40 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 2144 125 699 1345 95 214 20 30 163 40 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 2144 125 699 1345 95 214 20 30 163 40 226 --------------------------- --------------- --------------- ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.83 0.17 2.00 3.00 1.00 1.00 1.00 1.00 1.61 0.39 2.00 Final Sat.: 1750 5291 308 3150 5700 1750 1750 1900 1750 2850 699 3150 ------------I---------------11---------------II--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.41 0.22 0.24 0.05 0.12 0.01 0.02 0.06 0.06 0.07 Crit Moves **** **** **** **** Green Time: 14.9 42.2 42.2 23.1 50.3 50.3 12.7 12.7 12.7 10.0 10.0 33.1 Volume/Cap: 0.31 0.96 0.96 0.96 0.47 0.11 0.96 0.08 0.13 0.57 0.57 0.22 Delay/Veh: 38.7 38.9 38.9 62.0 16.3 13.1 92.5 38.6 39.0 45.2 45.2 24.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.7 38.9 38.9 62.0 16.3 13.1 92.5 38.6 39.0 45.2 45.2 24.2 LOS by Move: D+ D+ D+ E B B F D+ D D D C HCM2k95thQ: 5 47 47 27 16 3 20 1 2 6 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 95 1345 699*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 100 214*** 1 2 226 0 Loss Time (sec): 12 0 20 1 Critical V/C: 0.917 0 40 0 � Avg Crit Del (sec/veh): 47.5 � 1 30 1 Avg Delay (sec/veh): 37.5 1 163*** LOS: D+ Lanes: 1 0 2 1 0 Final Vol: 82 2144*** 125 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 16 1389 61 226 897 20 18 5 0 65 4 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 16 1389 61 226 897 20 18 5 0 65 4 122 Added Vol: 66 263 63 243 121 75 196 15 30 96 36 45 PasserByVol: 0 492 1 230 327 0 0 0 0 2 0 59 Initial Fut: 82 2144 125 699 1345 95 214 20 30 163 40 226 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 2144 125 699 1345 95 214 20 30 163 40 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 2144 125 699 1345 95 214 20 30 163 40 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 2144 125 699 1345 95 214 20 30 163 40 226 --------------------------- --------------- --------------- ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.98 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.83 0.17 2.00 3.00 1.00 1.00 1.00 1.00 1.61 0.39 2.00 Final Sat.: 1750 5291 308 3150 5700 1750 1750 1900 1750 2850 699 3150 ------------I---------------11---------------II--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.41 0.41 0.22 0.24 0.05 0.12 0.01 0.02 0.06 0.06 0.07 Crit Moves **** **** **** **** Green Time: 14.9 42.2 42.2 23.1 50.3 50.3 12.7 12.7 12.7 10.0 10.0 33.1 Volume/Cap: 0.31 0.96 0.96 0.96 0.47 0.11 0.96 0.08 0.13 0.57 0.57 0.22 Delay/Veh: 38.7 38.9 38.9 62.0 16.3 13.1 92.5 38.6 39.0 45.2 45.2 24.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 38.7 38.9 38.9 62.0 16.3 13.1 92.5 38.6 39.0 45.2 45.2 24.2 LOS by Move: D+ D+ D+ E B B F D+ D D D C HCM2k95thQ: 5 47 47 27 16 3 20 1 2 6 6 6 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-10 0 Loss Time (sec): 12 0 47 1 Critical V/C: 0.909 0 37 0 Avg Crit Del (sec/veh): 63.1 1 104 1 Avg Delay (sec/veh): 50.4 1 411 *** LOS: D Lanes: 1 0 2 1 0 Final Vol: 96 1316*** 123 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 53 259 47 255 177 67 398 35 86 254 31 94 PasserByVol: 0 183 8 116 415 0 0 0 0 7 0 209 Initial Fut: 96 1316 123 623 2114 124 432 47 104 411 37 763 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 1316 123 623 2114 124 432 47 104 411 37 763 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 1316 123 623 2114 124 432 47 104 411 37 763 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 1316 123 623 2114 124 432 47 104 411 37 763 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.73 0.27 2.00 3.00 1.00 1.00 1.00 1.00 1.84 0.16 2.00 Final Sat.: 1750 5121 479 3150 5700 1750 1750 1900 1750 3257 293 3150 ------------ I --------------- --------------- --------------- II---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.26 0.26 0.20 0.37 0.07 0.25 0.02 0.06 0.13 0.13 0.24 Crit Moves **** **** **** **** Green Time: 8.7 38.2 38.2 29.4 58.9 58.9 36.7 36.7 36.7 18.8 18.8 48.1 Volume/Cap: 0.85 0.91 0.91 0.91 0.85 0.16 0.91 0.09 0.22 0.91 0.91 0.68 Delay/Veh: 104.9 54.8 54.8 67.5 37.1 23.2 68.7 36.8 38.3 77.9 77.9 38.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.9 54.8 54.8 67.5 37.1 23.2 68.7 36.8 38.3 77.9 77.9 38.6 LOS by Move: F D- D- E D+ C E D+ D+ E- E- D+ HCM2k95thQ: 9 35 35 29 44 6 37 3 7 19 19 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #31: Wolfe Road / Vallco Parkway Signal=Protect/Ri ghts=l ncl ude Final Vol: 124 2114 623*** Lanes: 1 0 3 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Overlap Lanes: Final Vol: Cycle Time (sec): 135 432*** 1 2 763 0 Loss Time (sec): 12 0 47 1 Critical V/C: 0.909 0 37 0 Avg Crit Del (sec/veh): 63.1 1 104 1 Avg Delay (sec/veh): 50.4 1 411 *** LOS: D Lanes: 1 0 2 1 0 Final Vol: 96 1316*** 123 Signal=Protect/Ri ghts=l ncl ude Street Name: Wolfe Road Vallco Parkway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 7 10 10 7 10 10 10 10 10 10 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 43 874 68 252 1522 57 34 12 18 150 6 460 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 874 68 252 1522 57 34 12 18 150 6 460 Added Vol: 53 259 47 255 177 67 398 35 86 254 31 94 PasserByVol: 0 183 8 116 415 0 0 0 0 7 0 209 Initial Fut: 96 1316 123 623 2114 124 432 47 104 411 37 763 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 96 1316 123 623 2114 124 432 47 104 411 37 763 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 1316 123 623 2114 124 432 47 104 411 37 763 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 96 1316 123 623 2114 124 432 47 104 411 37 763 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.99 0.95 0.83 1.00 0.92 0.92 1.00 0.92 0.93 0.95 0.83 Lanes: 1.00 2.73 0.27 2.00 3.00 1.00 1.00 1.00 1.00 1.84 0.16 2.00 Final Sat.: 1750 5121 479 3150 5700 1750 1750 1900 1750 3257 293 3150 ------------ I --------------- --------------- --------------- II---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.26 0.26 0.20 0.37 0.07 0.25 0.02 0.06 0.13 0.13 0.24 Crit Moves **** **** **** **** Green Time: 8.7 38.2 38.2 29.4 58.9 58.9 36.7 36.7 36.7 18.8 18.8 48.1 Volume/Cap: 0.85 0.91 0.91 0.91 0.85 0.16 0.91 0.09 0.22 0.91 0.91 0.68 Delay/Veh: 104.9 54.8 54.8 67.5 37.1 23.2 68.7 36.8 38.3 77.9 77.9 38.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.9 54.8 54.8 67.5 37.1 23.2 68.7 36.8 38.3 77.9 77.9 38.6 LOS by Move: F D- D- E D+ C E D+ D+ E- E- D+ HCM2k95thQ: 9 35 35 29 44 6 37 3 7 19 19 27 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-11 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #38: Tantau Avenue / Homestead Road Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 54 64*** 64 0 1 0 0 1 Vol Cnt Date: n/a Cycle Time (sec): 135 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 35.4 11 *** 1 0 906 2 0 399 1 Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 54 64*** 64 0 1 0 0 1 Vol Cnt Date: n/a Cycle Time (sec): 135 Loss Time (sec): 12 Critical V/C: 0.639 Avg Crit Del (sec/veh): 35.4 Avg Delay (sec/veh): 38.0 LOS: D+ -4) *t t t 0 1 0 0 1 270 83*** 108 Signal=Spl it/Rights=Oved ap Signal=Protect Rights=Include Lanes: Final Vol: 0 27 1 1 1135*** 0 1 197 Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 170 58 84 63 54 50 10 712 239 131 942 25 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 58 84 63 54 50 10 712 239 131 942 25 Added Vol: 0 0 14 0 0 0 0 144 0 22 137 0 PasserByVol: 100 25 10 1 10 4 1 50 160 44 56 2 Initial Fut: 270 83 108 64 64 54 11 906 399 197 1135 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 270 83 108 64 64 54 11 906 399 197 1135 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 270 83 108 64 64 54 11 906 399 197 1135 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 270 83 108 64 64 54 11 906 399 197 1135 27 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.76 0.24 1.00 1.00 0.54 0.46 1.00 2.00 1.00 1.00 1.95 0.05 Final Sat.: 1377 423 1750 1750 976 824 1750 3800 1750 1750 3614 86 ------------ I --------------- ---------------II--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.06 0.04 0.07 0.07 0.01 0.24 0.23 0.11 0.31 0.31 Crit Moves **** **** **** **** Green Time: 39.5 39.5 62.1 13.2 13.2 13.2 7.0 47.7 47.7 22.5 63.3 63.3 Volume/Cap: 0.67 0.67 0.13 0.37 0.67 0.67 0.12 0.67 0.64 0.67 0.67 0.67 Delay/Veh: 45.3 45.3 21.1 58.4 68.4 68.4 61.7 38.4 38.9 58.9 28.8 28.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 45.3 45.3 21.1 58.4 68.4 68.4 61.7 38.4 38.9 58.9 28.8 28.8 LOS by Move: D D C+ E+ E E E D+ D+ E+ C C HCM2k95thQ: 24 24 5 6 12 12 1 26 25 14 30 30 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-12 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #38: Tantau Avenue / Homestead Road Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Signal=Spl it/Rights=l ncl u d e Final Vol: 77 195*** 67 Lanes: 0 1 4 0 0 1 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Include Vol Cnt Date: n/a Rights=Include Lanes: Final Vol: Cycle Time (sec): 135 33 1 0 20 Loss Time (sec): 12 0 1 1347*** 2 Critical V/C: 0.902 1 1050 0 Avg Crit Del (sec/veh): 58.9 0 280 1 Avg Delay (sec/veh): 48.8 1 124*** LOS: D 4t t t Lanes: 0 1 0 0 1 Final Vol: 367*** 75 206 Signal=Spl it/Rights=Oved ap Street Name: Tantau Avenue Homestead Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Min. Green: 10 10 10 --------------- 10 10 II--------------- 10 7 10 II---------------� 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 59 135 65 189 76 30 1074 226 91 801 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 59 135 65 189 76 30 1074 226 91 801 19 Added Vol: 0 0 31 0 0 0 0 175 0 22 188 0 PasserByVol: 119 16 40 2 6 1 3 98 54 11 61 1 Initial Fut: 367 75 206 67 195 77 33 1347 280 124 1050 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 367 75 206 67 195 77 33 1347 280 124 1050 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 75 206 67 195 77 33 1347 280 124 1050 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 367 75 206 67 195 77 33 1347 280 124 1050 20 --------------------------- Saturation Flow Module: --------------- --------------- ---------------� Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.92 0.92 0.95 0.95 0.92 1.00 0.92 0.92 0.97 0.95 Lanes: 0.83 0.17 1.00 1.00 0.72 0.28 1.00 2.00 1.00 1.00 1.96 0.04 Final Sat.: 1495 305 1750 1750 1290 510 1750 3800 1750 1750 3631 69 ------------ I --------------- Capacity Analysis Module: --------------- --------------- ---------------I Vol/Sat: 0.25 0.25 0.12 0.04 0.15 0.15 0.02 0.35 0.16 0.07 0.29 0.29 Crit Moves: **** **** **** **** Green Time: 36.7 36.7 47.3 22.6 22.6 22.6 9.7 53.0 53.0 10.6 54.0 54.0 Volume/Cap: 0.90 0.90 0.34 0.23 0.90 0.90 0.26 0.90 0.41 0.90 0.72 0.72 Delay/Veh: 67.1 67.1 32.6 49.0 83.4 83.4 60.4 46.5 30.0 110.2 36.0 36.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 67.1 67.1 32.6 49.0 83.4 83.4 60.4 46.5 30.0 110.2 36.0 36.0 LOS by Move: E E C- D F F E D C F D+ D+ HCM2k95thQ: 34 34 12 5 26 26 3 41 16 12 32 32 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 15:33:15 2018 Paas 3-2 Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 205- 0 209 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): Signal=Protect Final Vol: Lanes: Rights=Include Avg Crit Del (sec/veh): 70.8 289... 1 0 1041 2 1 35 0 Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 205- 0 209 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.937 Avg Crit Del (sec/veh): 70.8 Avg Delay (sec/veh): 46.0 LOS: D -4) *t t t 1 0 0 1 0 103 183*"* 74 Signal=Spl it/Rights=l ncl u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 970... 0 3 1764 0 1 154 Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 92 132 70 92 0 158 210 717 23 154 1242 398 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 132 70 92 0 158 210 717 23 154 1242 398 Added Vol: 11 25 0 56 0 0 1 210 11 0 338 102 PasserByVol: 0 26 4 61 0 47 78 114 1 0 184 470 Initial Fut: 103 183 74 209 0 205 289 1041 35 154 1764 970 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 183 74 209 0 205 289 1041 35 154 1764 970 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 183 74 209 0 205 289 1041 35 154 1764 970 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 183 74 209 0 205 289 1041 35 154 1764 970 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.71 0.29 2.00 0.00 1.00 1.00 2.90 0.10 1.00 3.00 1.00 Final Sat.: 1750 1282 518 3150 0 1750 1750 5418 182 1750 5700 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.14 0.14 0.07 0.00 0.12 0.17 0.19 0.19 0.09 0.31 0.55 Crit Moves: **** **** **** **** Green Time: 21.4 21.4 21.4 18.7 0.0 18.7 24.8 67.1 67.1 30.7 73.1 91.8 Volume/Cap: 0.41 1.00 1.00 0.53 0.00 0.94 1.00 0.43 0.43 0.43 0.64 0.91 Delay/Veh: 59.7 121 120.6 62.9 0.0 108.5 115.8 28.5 28.5 52.8 29.0 36.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 59.7 121 120.6 62.9 0.0 108.5 115.8 28.5 28.5 52.8 29.0 36.2 LOS by Move: E+ F F E A F F C C D- C D+ HCM2k95thQ: 10 30 30 10 0 21 29 20 20 12 31 61 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 17:10:43 2018 Paas 3-2 Vallco Special Area Specific Plan SJ17-1786 Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #42: Tantau Avenue / Stevens Creek Boulevard Final Vol: Lanes: Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 299 0 833*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: Signal=Protect Final Vol: Lanes: Rights=Include 212 1 46.0 0 D 1895*** 2 1 0 109 0 51 Lanes: Final Vol: Signal=Spl it/Rights=l ncl u d e 299 0 833*** 1 0 0 0 2 Vol Cnt Date: n/a Cycle Time (sec): 150 Loss Time (sec): 12 Critical V/C: 0.844 Avg Crit Del (sec/veh): 50.1 Avg Delay (sec/veh): 46.0 LOS: D t 1 0 0 1 0 66 51 *** 51 Signal=Spl it/Rights=l ncl u d e Signal=Protect Rights=Overlap Lanes: Final Vol: 1 319 0 3 1296 0 Street Name: Tantau Avenue Stevens Creek Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 10 10 10 10 10 10 7 10 10 7 10 10 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 56 29 51 458 0 240 175 1314 63 167 855 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 29 51 458 0 240 175 1314 63 167 855 109 Added Vol: 8 14 0 139 0 0 1 419 44 0 305 82 PasserByVol: 2 8 0 236 0 59 36 162 2 3 136 128 Initial Fut: 66 51 51 833 0 299 212 1895 109 170 1296 319 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 66 51 51 833 0 299 212 1895 109 170 1296 319 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 51 51 833 0 299 212 1895 109 170 1296 319 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 66 51 51 833 0 299 212 1895 109 170 1296 319 --------------------------- ---------------II--------------- ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.95 0.83 1.00 0.92 0.92 0.98 0.95 0.92 1.00 0.92 Lanes: 1.00 0.50 0.50 2.00 0.00 1.00 1.00 2.83 0.17 1.00 3.00 1.00 Final Sat.: 1750 900 900 3150 0 1750 1750 5295 305 1750 5700 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.06 0.26 0.00 0.17 0.12 0.36 0.36 0.10 0.23 0.18 Crit Moves **** **** **** **** Green Time: 10.1 10.1 10.1 47.0 0.0 47.0 28.1 63.6 63.6 17.3 52.8 99.8 Volume/Cap: 0.56 0.84 0.84 0.84 0.00 0.55 0.65 0.84 0.84 0.84 0.65 0.27 Delay/Veh: 73.9 108 108.0 54.8 0.0 43.8 60.8 41.7 41.7 91.3 41.5 10.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.9 108 108.0 54.8 0.0 43.8 60.8 41.7 41.7 91.3 41.5 10.4 LOS by Move: E F F D- A D E D D F D B+ HCM2k95thQ: 6 11 11 37 0 22 17 45 45 16 28 12 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-13 Loss Time (sec): 9 1 0 288 1 Critical V/C: 0.915 0 0 0 � Avg Crit Del (sec/veh): 41.3 � 0 0 1 Avg Delay (sec/veh): 33.0 0 0 LOS: C- Lanes: 0 0 4 0 1 Final Vol: 0 4192*** 613 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 434 86 73 139 0 0 52 90 0 0 0 PasserByVol: 0 412 10 17 93 0 0 39 29 0 0 0 Initial Fut: 0 4192 613 652 970 0 130 288 354 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4192 613 652 970 0 130 288 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4192 613 652 970 0 130 288 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4192 613 652 970 0 130 288 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 4.00 1.00 2.00 2.00 0.00 0.64 1.36 1.00 0.00 0.00 0.00 Final Sat.: 0 7600 1750 3150 3800 0 1150 2548 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.55 0.35 0.21 0.26 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 115 115.4 35.8 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.91 0.58 1.10 0.32 0.00 0.72 0.72 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 21.4 13.4 144.2 0.1 0.0 80.9 80.9 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 21.4 13.4 144.2 0.1 0.0 80.9 80.9 0.0 0.0 0.0 0.0 LOS by Move: A C+ B F A A F F A A A A HCM2k95thQ: 0 64 23 49 1 0 20 20 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Sig nal=Protect/Rights=Ignore Final Vol: 0 970 652*** Lanes: 0 0 2 0 2 4 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 130*** 0 0 0 Loss Time (sec): 9 1 0 288 1 Critical V/C: 0.915 0 0 0 � Avg Crit Del (sec/veh): 41.3 � 0 0 1 Avg Delay (sec/veh): 33.0 0 0 LOS: C- Lanes: 0 0 4 0 1 Final Vol: 0 4192*** 613 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------------------------II---------------II---------------II---------------I Min. Green: 0 116 116 32 152 0 30 30 30 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 3346 517 562 738 0 130 197 235 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 3346 517 562 738 0 130 197 235 0 0 0 Added Vol: 0 434 86 73 139 0 0 52 90 0 0 0 PasserByVol: 0 412 10 17 93 0 0 39 29 0 0 0 Initial Fut: 0 4192 613 652 970 0 130 288 354 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 4192 613 652 970 0 130 288 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 4192 613 652 970 0 130 288 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 4192 613 652 970 0 130 288 0 0 0 0 ---------------------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.99 0.92 0.92 1.00 0.92 Lanes: 0.00 4.00 1.00 2.00 2.00 0.00 0.64 1.36 1.00 0.00 0.00 0.00 Final Sat.: 0 7600 1750 3150 3800 0 1150 2548 1750 0 0 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.55 0.35 0.21 0.26 0.00 0.11 0.11 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 115 115.4 35.8 151 0.0 29.8 29.8 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.91 0.58 1.10 0.32 0.00 0.72 0.72 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 21.4 13.4 144.2 0.1 0.0 80.9 80.9 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 21.4 13.4 144.2 0.1 0.0 80.9 80.9 0.0 0.0 0.0 0.0 LOS by Move: A C+ B F A A F F A A A A HCM2k95thQ: 0 64 23 49 1 0 20 20 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Page 2-14 Loss Time (sec): 9 1 0 737... 1 Critical V/C: 1.099 0 0 0 � Avg Crit Del (sec/veh): 89.3 � 0 0 1 Avg Delay (sec/veh): 85.3 0 0 LOS: F t Lanes: 0 0 4 0 1 Final Vol: 0... 1619 191 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 325 34 195 355 0 0 124 249 0 0 0 PasserByVol: 0 176 0 124 265 0 0 214 150 0 0 0 Initial Fut: 0 1619 191 1064 3108 0 74 737 1233 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1619 191 1064 3108 0 74 737 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1619 191 1064 3108 0 74 737 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1619 191 1064 3108 0 74 737 0 0 0 0 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 4.00 1.00 2.00 2.00 0.00 0.19 1.81 1.00 0.00 0.00 0.00 Final Sat.: 0 7600 1750 3150 3800 0 338 3362 1750 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.11 0.34 0.82 0.00 0.22 0.22 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.52 0.27 1.21 1.19 0.00 0.86 0.86 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 31.6 28.0 162.5 95.5 0.0 65.4 65.4 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.6 28.0 162.5 95.5 0.0 65.4 65.4 0.0 0.0 0.0 0.0 LOS by Move: A C C F F A E E A A A A HCM2k95thQ: 0 22 10 72 158 0 31 31 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #51: Lawrence Expressway / Calverty Drive -1-280 SB Ramp Sig nal=Protect/Rights=Ignore Final Vol: 0 3108"* 1064 Lanes: 0 0 2 0 2 Signal=Split Signal=Split Final Vol: Lanes: Rights=Ignore Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 160 74 0 0 0 Loss Time (sec): 9 1 0 737... 1 Critical V/C: 1.099 0 0 0 � Avg Crit Del (sec/veh): 89.3 � 0 0 1 Avg Delay (sec/veh): 85.3 0 0 LOS: F t Lanes: 0 0 4 0 1 Final Vol: 0... 1619 191 Signal=Protect/Ri ghts=l ncl ude Street Name: Lawrence Expressway I-280 SB Ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II---------------II---------------I Min. Green: 0 66 66 41 111 0 41 41 41 0 0 0 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 1118 157 745 2488 0 74 399 834 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1118 157 745 2488 0 74 399 834 0 0 0 Added Vol: 0 325 34 195 355 0 0 124 249 0 0 0 PasserByVol: 0 176 0 124 265 0 0 214 150 0 0 0 Initial Fut: 0 1619 191 1064 3108 0 74 737 1233 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 0 1619 191 1064 3108 0 74 737 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1619 191 1064 3108 0 74 737 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 FinalVolume: 0 1619 191 1064 3108 0 74 737 0 0 0 0 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.92 0.83 1.00 0.92 0.95 0.98 0.92 0.92 1.00 0.92 Lanes: 0.00 4.00 1.00 2.00 2.00 0.00 0.19 1.81 1.00 0.00 0.00 0.00 Final Sat.: 0 7600 1750 3150 3800 0 338 3362 1750 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.11 0.34 0.82 0.00 0.22 0.22 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green Time: 0.0 65.6 65.6 44.7 110 0.0 40.7 40.7 0.0 0.0 0.0 0.0 Volume/Cap: 0.00 0.52 0.27 1.21 1.19 0.00 0.86 0.86 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 31.6 28.0 162.5 95.5 0.0 65.4 65.4 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 31.6 28.0 162.5 95.5 0.0 65.4 65.4 0.0 0.0 0.0 0.0 LOS by Move: A C C F F A E E A A A A HCM2k95thQ: 0 22 10 72 158 0 31 31 0 0 0 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-15 Loss Time (sec): 12 0 0 353 2 Critical V/C: 0.708 2 670*** 0 Avg Crit Del (sec/veh): 89.6 0 202 1 Avg Delay (sec/veh): 69.4 1 45 LOS: E t Lanes: 2 0 4 0 1 Final Vol: 399*** 2753 48 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II--------------- ---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 93 492 0 1 219 9 25 1 20 0 4 1 PasserByVol: 2 321 2 22 73 17 23 12 9 0 4 49 Initial Fut: 399 2753 48 84 773 463 812 353 202 45 670 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 399 2753 48 84 773 463 812 353 202 45 670 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 399 2753 48 84 773 463 812 353 202 45 670 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 399 2753 48 84 773 463 812 353 202 45 670 0 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 1750 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.13 0.36 0.03 0.03 0.10 0.26 0.26 0.09 0.12 0.03 0.18 0.00 Crit Moves: **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.19 0.97 0.06 0.36 0.30 0.43 0.95 0.22 0.22 0.43 0.81 0.00 Delay/Veh: 195.6 64.9 26.9 83.7 49.7 27.6 87.0 33.7 22.9 88.3 75.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 195.6 64.9 26.9 83.7 49.7 27.6 87.0 33.7 22.9 88.3 75.7 0.0 LOS by Move: F E C F D C F C- C+ F E- A HCM2k95thQ: 32 62 3 6 16 34 49 12 12 6 34 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative AM Housing Rich Alternative + Mit Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 463 773*** 84 Lanes: 1 0 4 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 190 812*** 2 1 0 Loss Time (sec): 12 0 0 353 2 Critical V/C: 0.708 2 670*** 0 Avg Crit Del (sec/veh): 89.6 0 202 1 Avg Delay (sec/veh): 69.4 1 45 LOS: E t Lanes: 2 0 4 0 1 Final Vol: 399*** 2753 48 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- ---------------II--------------- ---------------I Min. Green: 19 70 70 14 64 64 51 80 80 11 41 41 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 304 1940 46 61 481 437 764 340 173 45 662 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 304 1940 46 61 481 437 764 340 173 45 662 255 Added Vol: 93 492 0 1 219 9 25 1 20 0 4 1 PasserByVol: 2 321 2 22 73 17 23 12 9 0 4 49 Initial Fut: 399 2753 48 84 773 463 812 353 202 45 670 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 399 2753 48 84 773 463 812 353 202 45 670 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 399 2753 48 84 773 463 812 353 202 45 670 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 399 2753 48 84 773 463 812 353 202 45 670 0 --------------------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 1750 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.13 0.36 0.03 0.03 0.10 0.26 0.26 0.09 0.12 0.03 0.18 0.00 Crit Moves: **** **** **** **** Green Time: 20.2 70.7 82.0 14.1 64.7 116.2 51.5 81.7 102.0 11.2 41.4 0.0 Volume/Cap: 1.19 0.97 0.06 0.36 0.30 0.43 0.95 0.22 0.22 0.43 0.81 0.00 Delay/Veh: 195.6 64.9 26.9 83.7 49.7 27.6 87.0 33.7 22.9 88.3 75.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 195.6 64.9 26.9 83.7 49.7 27.6 87.0 33.7 22.9 88.3 75.7 0.0 LOS by Move: F E C F D C F C- C+ F E- A HCM2k95thQ: 32 62 3 6 16 34 49 12 12 6 34 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK COMPARE Thu Jun 21 07:28:43 2018 Paas 2-16 0 Loss Time (sec): 12 0 964*** 2 Critical V/C: 0.723 2 470 0 Avg Crit Del (sec/veh): 57.5 0 602 1 Avg Delay (sec/veh): 56.7 1 153*** LOS: E+ Lanes: 2 0 4 0 1 Final Vol: 290 1215*** 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 42 348 0 4 569 27 9 4 98 0 3 1 PasserByVol: 0 147 0 69 298 39 4 4 4 2 12 16 Initial Fut: 290 1215 143 526 2967 534 276 964 602 153 470 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 290 1215 143 526 2967 534 276 964 602 153 470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 290 1215 143 526 2967 534 276 964 602 153 470 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 290 1215 143 526 2967 534 276 964 602 153 470 0 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 1750 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.16 0.08 0.17 0.39 0.31 0.09 0.25 0.34 0.09 0.12 0.00 Crit Moves **** **** **** **** Green Time: 19.8 55.0 72.0 29.0 64.2 82.5 18.3 45.0 64.8 17.0 43.7 0.0 Volume/Cap: 0.74 0.46 0.18 0.91 0.96 0.58 0.76 0.89 0.84 0.81 0.45 0.00 Delay/Veh: 73.6 37.9 21.2 81.7 61.0 33.9 76.5 63.5 50.6 91.8 47.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.6 37.9 21.2 81.7 61.0 33.9 76.5 63.5 50.6 91.8 47.5 0.0 LOS by Move: E D+ C+ F E C- E- E D F D A HCM2k95thQ: 15 18 6 27 58 36 15 40 47 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Vallco Special Area Specific Plan SJ17-1786 Cumulative AM Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Cumulative PM Housing Rich Alternative + Mit Intersection #53: Lawrence Expressway / Bollinger Road Sig nal=ProtecURights=Oved ap Final Vol: 534 2967 526*** Lanes: 1 0 4 0 2 Signal=Protect Signal=Protect Final Vol: Lanes: Rights=Overlap Vol Cnt Date: n/a Rights=Ignore Lanes: Final Vol: Cycle Time (sec): 158 276 2 1 0 0 Loss Time (sec): 12 0 964*** 2 Critical V/C: 0.723 2 470 0 Avg Crit Del (sec/veh): 57.5 0 602 1 Avg Delay (sec/veh): 56.7 1 153*** LOS: E+ Lanes: 2 0 4 0 1 Final Vol: 290 1215*** 143 Sig nal=ProtecURights=Oved ap Street Name: Lawrence Expressway Bollinger Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- II--------------- II---------------� Min. Green: 19 55 55 26 61 61 18 45 45 17 43 43 Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ---------------------------II---------------II---------------II---------------I Volume Module: Base Vol: 248 720 143 453 2100 468 263 956 500 151 455 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 248 720 143 453 2100 468 263 956 500 151 455 109 Added Vol: 42 348 0 4 569 27 9 4 98 0 3 1 PasserByVol: 0 147 0 69 298 39 4 4 4 2 12 16 Initial Fut: 290 1215 143 526 2967 534 276 964 602 153 470 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 290 1215 143 526 2967 534 276 964 602 153 470 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 290 1215 143 526 2967 534 276 964 602 153 470 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 290 1215 143 526 2967 534 276 964 602 153 470 0 --------------------------- ---------------II--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.83 1.00 0.92 0.83 1.00 0.92 0.83 1.00 0.92 0.92 1.00 0.92 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 3150 7600 1750 3150 7600 1750 3150 3800 1750 1750 3800 1750 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.16 0.08 0.17 0.39 0.31 0.09 0.25 0.34 0.09 0.12 0.00 Crit Moves **** **** **** **** Green Time: 19.8 55.0 72.0 29.0 64.2 82.5 18.3 45.0 64.8 17.0 43.7 0.0 Volume/Cap: 0.74 0.46 0.18 0.91 0.96 0.58 0.76 0.89 0.84 0.81 0.45 0.00 Delay/Veh: 73.6 37.9 21.2 81.7 61.0 33.9 76.5 63.5 50.6 91.8 47.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 73.6 37.9 21.2 81.7 61.0 33.9 76.5 63.5 50.6 91.8 47.5 0.0 LOS by Move: E D+ C+ F E C- E- E D F D A HCM2k95thQ: 15 18 6 27 58 36 15 40 47 18 17 0 Note: Queue reported is the number of cars per lane. Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS WALNUT CRK Attachment G: Bike and Pedestrian Quality of Service Calculations Streetscore+: Comfort and Level of Traffic Stress Scoring Methodology for Bicyclists and Pedestrians Carrie Modi, Charlie Alexander, Kyle Shipley, David Wasserman, and Kendra Rowley April 2016 Bicycle & Pedestrian Discipline Group FEHR� PEERS a Streetscore+ White Paper April 2016 Table of Contents INTRODUCTION.................................................................................................................................................1 BACKGROUND & DOCUMENTATION.............................................................................................................2 Bicycling Comfort and Level of Traffic Stress...........................................................................................................2 CycleTracks...................................................................................................................................................................2 BicycleBoulevards.......................................................................................................................................................3 PedestrianComfort.............................................................................................................................................................3 SidewalkEnvironment...............................................................................................................................................3 UncontrolledCrosswalks..........................................................................................................................................4 SignalizedCrosswalks................................................................................................................................................5 PEDESTRIAN STREETSCORE+ METHODOLOGY.............................................................................................6 PedestrianLinks....................................................................................................................................................................7 Sidewalk Width, Accessibility, and Quality........................................................................................................7 Landscape Buffer and Street Trees.......................................................................................................................8 Travel Lanes, Speed, and Heavy Vehicles...........................................................................................................8 Lighting............................................................................................................................................................................8 CrosswalkFrequency..................................................................................................................................................8 Pedestrian Streetscore+ at Signalized Intersections.............................................................................................8 UncontrolledCrosswalks...............................................................................................................................................10 BICYCLE STREETSCORE+ METHODOLOGY...................................................................................................12 CycleTrack — Links............................................................................................................................................................13 Raised Cycle Tracks with Parking.......................................................................................................................13 Raised Cycle Tracks without Parking................................................................................................................14 In -Roadway Cycle Tracks with Parking............................................................................................................15 In -Roadway Cycle Tracks without Parking.....................................................................................................16 Cycle Tracks at Signalized Intersections..................................................................................................................17 Separation...................................................................................................................................................................18 BicycleLeft-Turns.....................................................................................................................................................19 llpStreetscore+ White Paper � April 2016 ConflictLeft -Turn Treatments.............................................................................................................................19 Cycle Tracks at Stop -Controlled and Uncontrolled Intersections.................................................................19 BicycleBoulevard — Links...............................................................................................................................................20 averagedaily traffic (ADT).....................................................................................................................................21 Speed............................................................................................................................................................................ 21 Number of Stop -Controlled Intersections per Mile....................................................................................21 Bicycle Boulevards — Major Street Crossings.........................................................................................................22 List of Tables Table 1 Streetscore+ Criteria Sidewalks in Urbanized Areas.............................................................................................7 Table 2 Streetscore+ Criteria Signalized Intersection crosswalks in Urbanized Areas.........................................10 Table 3 Streetscore+ Criteria Uncontrolled Pedestrian Crossing...................................................................................11 Table 4: Streetscore+ Criteria Raised Cycle Track with Parking......................................................................................14 Table 5: Streetscore+ Criteria Raised Cycle Track without Parking..............................................................................15 Table 6: Streetscore+ Criteria In -Roadway Cycle Track with Parking..........................................................................16 Table 7 Streetscore+ Criteria In -Roadway Cycle Track without Parking....................................................................17 Table 8 Streetscore+ Criteria Cycle Tracks at Signalized Intersections........................................................................18 Table 9 Streetscore+ Criteria Cycle Tracks at Stop -Controlled and Uncontrolled Intersections .....................20 Table 10: Streetscore+ Criteria Bicycle Boulevard Links...................................................................................................21 Table 11 Streetscore+ Criteria Bicycle Boulevard Major Street Crossing...................................................................23 Streetscore+ White Paper April 2016 INTRODUCTION As jurisdictions are faced with increasingly complex transportation issues, the need for effective, low -data intensity, and customizable analysis tools to convey trade-offs and design alternatives to public and agency stakeholders is ever more apparent. Some existing tools, such as the Level of Traffic Stress methodology, better fit these needs and can be expanded to better meet the needs of bicycle and pedestrian planners. Other tools, such as the Highway Capacity Manual's Multi -Modal Level of Service methodology, are data intensive and onerous from a practitioner perspective and often feature complex calculations and outputs that are difficult to explain to non -transportation stakeholders. To address this need on active transportation and complete streets studies, Fehr & Peers prepared a quick -response tool — Streetscore+ — that allows jurisdictions to quickly and effectively compare design alternatives and convey project benefits to stakeholders. Streetscore+ is an Excel -based tool that allows users to calculate comfort based indices for active transportation projects. For bicycle facilities, this builds off of the Level of Traffic Stress methodology developed by Mekuria, Furth, and Nixon (2012) with targeted enhancements to address cycle track and bicycle boulevard comfort, making the methodologies consistent with the National Association of City Transportation Officials' (NACTO's) Urban Bikeway Design Guide, 2nd edition. For pedestrian facilities, Streetscore+ is calculated based on best practice guidance documentation, such as the NACTO Urban Streets Guide and safety research. Streetscore+ uses best practice guidance to measure bicycle and pedestrian comfort at links and intersections in urbanized environments. Streetscore+ easily and accurately assesses bicycle and pedestrian project benefits and trade-offs, assisting community and agency stakeholders in making informed decisions about complete streets projects, and assisting project development as a sketch -planning tool to ensure that key comfort considerations are included in bicycle and pedestrian designs. 1 Streetscore+ White Paper April 2016 BACKGROUND & DOCUMENTATION BICYCLING COMFORT AND LEVEL OF TRAFFIC STRESS Mekuria, Furth, and Nixon's 2012 Low Stress Bicycling and Network Connectivity report (also Transportation Research Board Annual Compendium of Paper, 2016) opened the door to the Level of Traffic Stress (LTS) methodology that has been the focus of practitioners for the last four years. The report takes a practical approach to defining and describing user tolerance along a given bikeway, balancing typically available data against a "weakest link" methodology informed by sound engineering judgment. Streetscore+ takes a the same approach but incorporates methodologies for bicycle boulevard and cycle tracks. CYCLE TRACKS With the current LTS methodology, off-street facilities and cycle tracks receive a LTS score of 1, indicating that they are ideal for bicyclists of all ages and abilities. Recent research and best practice guidance from the Federal Highway Administration (FHWA) Separated Bikeway Guide; NACTO Urban Bikeway Guide, 2nd edition; and similar publications, has demonstrated that cycle track design is complex and worthy of more rigorous LTS assessment. To document a refined comfort methodology for separated bikeways, the NACTO Urban Bikeway Guide, 2nd edition was used to reference best practices in raised and in -roadway cycle track design, both with and without parking. NACTO differentiates between required and recommended features, which were either incorporated into Streetscore+ or were treated as assumptions. For example, the raised cycle track requirement of "bicycle lane word, symbol, and/or arrow markings (MUTCD Figure 9C-3) shall be placed at the beginning of a cycle track and at periodic intervals along the facility based on engineering judgment" is assumed to be present. By contrast, buffer space guidance is incorporated as a Streetscore+ variable. The three foot minimum buffer space between the cycle track and parking lane is assumed to represent a Streetscore+ of 3, as more than 3 feet will be more comfortable for pedestrians and enhanced accessibility for users for mobility impairments, which would instead return a Streetscore+ of 1. If the required elements are missing or deficient, then a Streetscore+ of 4 is typically received. Missing, deficient, or minimum dimension recommended features receive a slightly more lenient decrease in score, typically a Streetscore+2 or 3 depending on the importance of the design element for comfort and safety. The NACTO Urban Bikeway Guide also includes two-way separated bikeways or side paths. The Streetscore+ methodology does not currently include those facility types, but these can be incorporated into future updates to the methodology. V, Streetscore+ White Paper April 2016 BICYCLE BOULEVARDS The NACTO Urban Bikeway Guide, 2„d Edition also proposes specific criteria for best practices in bicycle boulevard design, helping practitioners distinguish from potentially high -stress bicycle routes — with high auto volumes and speed — from true bicycle boulevards that are traffic calmed through low auto volumes and speeds and are truly appropriate for all ages and abilities. Academic research from Jennifer Dill and others have reinforced this distinction in terms of low -stress bikeways' ability to attract new ridership from the "Interested but Concerned" cohort. The NACTO Guide states that bicycle boulevards "should be meet strict targets of fewer than 3,000 motor vehicles per day (1,500 preferred) and an 851h percentile speed of no more than 25 mph (20 mph preferred)."' Bicycle boulevard components such as connectivity and route identification/wayfinding, which are critical elements of successful implementations, are assumed in the bicycle boulevard Streetscore+ criteria. While these are key design elements, they are not considered to be major drivers of comfort. As a result, bicycle boulevards with 1,500 vehicles per day or less and speeds below 20 mph received a Streetscore+ of 1 while bicycle boulevards with over 3,000 vehicles per day and speeds above 25 mph received a Streetscore+ of 3 or 4. The bicycle boulevard design elements at minor streets document bicycle travel time considerations with and without frequent stop signs at intersection with minor streets. While the NACTO Guide does not present a particular rule, it notes that giving right-of-way to the bicycle boulevard should be considered at all minor intersections. PEDESTRIAN COMFORT SIDEWALK ENVIRONMENT The NACTO Urban Streets Design Guide (USDG) and engineering judgment provide the basis for pedestrian Streetscore+. The USDG provides critical, recommended, and optional parameters for the pedestrian environment consistent with best practices and documents supporting guidance and literature. Additional considerations of comfort are informed by practitioner and best practice experience. The USDG specifically addresses the following topic areas: 1 NACTO Urban Bikeway Guide, 2nd edition. "Bicycle Boulevard Route Planning" http://nacto.org/publication/urban- bikeway-design-guide/bicycle-boulevards/route-planning/ 3 Streetscore+ White Paper April 2016 • Usable Sidewalk Space: A desired minimum through zone of six feet, with an absolute minimum of five feet, is listed as a critical strategy. Where sidewalk directly adjacent to moving traffic, the desired minimum is eight feet, providing a two -foot buffer for street furniture and utilities. • Driveways: Maintaining sidewalk at -grade through driveways is describe as a critical strategy. As a result, frequent driveway curb cuts that impact the sidewalk zone, receive a Streetscore+ of 4. • Pedestrian -Scale Lighting: This is a recommended strategy, resulting in sidewalks with only roadway lighting not receiving a Streetscore+ higher than 2. • Street Trees and Landscaping: Street trees and tree wells that minimally impact sidewalk structure are a recommended strategy. • Speed: Additional comfort measures, such as going beyond minimum dimensions for sidewalk and providing landscape buffer, are noted as important as speed increases. Design speed is also referenced as an overall safety consideration for urban streets, linking crash severity with increases in speed. Other criteria that influence comfort that are not specifically addressed in the USDG include: • Sidewalk Quality: Smooth, even surface is important from an accessibility perspective and creating great streetscape environments. • Number of Travel Lanes: Increasing the number of travel lanes generally decreases the comfort and enjoyment of walking on that street. • Heavy Vehicle Volumes: High volumes of heavy vehicles in the outside curb lane can create uncomfortable walking conditions for pedestrians even with buffer from the street. • Crosswalk Frequency: In urban environment, having frequent marked crossing opportunities is important designate preferred crossing areas for pedestrians and to signal their presence to other roadway users. UNCONTROLLED CROSSWALKS Engineering considerations about when to install and enhance crosswalks based on pedestrian safety considerations have evolved significantly in the last ten years. Published in 2005, the Federal Highway Administration (FHWA) Safety Effects of Marked Versus Unmarked Crosswalk at Uncontrolled Locations (2005) report identified where marking crosswalks may lead to an increased safety risk based on average daily traffic volumes (ADT), speed, number of travel lanes, and presence of a median. Since then, case study research has focused on the efficacy of specific types of lighted enhancements that could be used to address crash risk, such as rectangular rapid flashing beacons (RRFBs) and pedestrian hybrid beacons (PHBs). Case rd Streetscore+ White Paper April 2016 studies have documented PHB efficacy in the 98th percentile and RRFBs in the 801h percentile.3 RRFBs continue to have interim approval in the Manual of Uniform Traffic Control Devices (MUTCD), and PHBs, along with a warrant for their use, are included in the MUTCD. SIGNALIZED CROSSWALKS Signalized crosswalk criteria employ best practices and engineering judgment to determine comfort at crosswalks that already have a high level of traffic control given their location at signals. As a result, key variables may include: • Crossing Distance: Lower crossing distance can reduce pedestrian exposure to vehicles and makes crossing easier for those with mobility impairments as well as seniors and students. • Accessibility: While many signalized crosswalks have basic ADA requirements, additional consideration can be given to push buttons and curb ramps to better address the comfort of those with visual, auditory, and mobility impairments. • Right -Turn Slip Lanes: In some environments, channelized right -turn lanes may be provided at intersections, which frequently allow for free or yield -controlled right -turn across crosswalks. Controlling speeds at these locations is important for pedestrian comfort. • LPI or Scramble: Leading pedestrian interval (LPI) and pedestrian scramble should be considered as signalized pedestrian improvements in urbanized areas. To recognize the need for their consideration, these are included as a variable but not have no effect on the ultimate Streetscore+. z Fitzpatrick, Turner, Brewer, et al. "Improving Pedestrian Safety at Unsignalized Crossings," NCHRP 562 (2006). 3 FHWA, "Effects of Yellow Rectangular Rapid -Flashing Beacons on Yielding at Multilane Uncontrolled Crosswalks" (September 2010). Streetscore+ White Paper April 2016 PEDESTRIAN STREETSCORE+ METHODOLOGY The Pedestrian Streetscore+ has a parallel structure to the Level of Traffic Stress approach for bicyclists, using a 1-4 scale: • Streetscore+ 1: Highly comfortable, pedestrian -friendly, and easily navigable for pedestrians of all ages and abilities, including seniors or school -aged children walking unaccompanied to school. These streets provide an ideal "pedestrian -friendly' environment. • Streetscore+ 2: Generally comfortable for many pedestrians, but parents may not feel comfortable with children walking alone. Seniors may have concerns about the walking environment and take more caution. These streets may be part of a "pedestrian -friendly" environment where it intersects with a more auto -oriented roadway or other environmental constraints. • Streetscore+ 3: Walking is uncomfortable but possible. Minimum sidewalk and crossing facilities may be present, but barriers are present that make the walking experience uninviting and uncomfortable. • Streetscore+ 4: Walking is a barrier and is very uncomfortable or even impossible. Streets have limited or no accommodation for pedestrians and are inhospitable and possibly unsafe environment for pedestrians. Like bicycle comfort, pedestrian comfort is based on a variety of factors, not just one variable, on both links and at intersections. Multiple variables ranging from the quality and presence of sidewalk to the conditions of the adjacent roadway (speed, number of travel lanes, and frequency of trucks) influence the pedestrian Streetscore+ methodology. Each variable is scored 1 through 4, with the highest stress (lowest comfort) condition resulting in the composite score. The weakest link approach accounts for the important role of intersections and gaps in the pedestrian environment, parallel to the Mekuria, Furth, and Nixon methodology for Level of Traffic Stress. The Streetscore+ methodology is intended for use in urban and developed suburban areas. In highly urbanized areas or more rural areas, the tables should be contextualized to the local environment. 0 1111kStreetscore+ White Paper April 2016 PEDESTRIAN LINKS Pedestrian Streetscore+ link criteria are presented in Table 1 and discussed in the section below. Crosswalk Crosswalks Spaced Crosswalks Spaced Frequency4 400 feet or Less (no effect) > 400 feet (no effect) 1. Discontinuous is defined as not having a consistent effect on street life. Regularly spaced street trees may still feel like a "continuous" buffer and should receive a score of 1. 2. No lighting also includes ineffective roadway lighting. 3. Consider the percentage of heavy vehicles operating in the curbside travel lane as data is available. 4. In urbanized areas where pedestrians are expected, crosswalk frequency should be taken into consideration where there is demand based on land use and densities. As a general rule of thumb, consider marking a crosswalk if 20 pedestrians in a given hour may cross at that location. Note: Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. SIDEWALK WIDTH, ACCESSIBILITY, AND QUALITY Three variables are used to assess the sidewalk environment. First, sidewalk width is considered to ensure that pedestrians can comfortably walk side-by-side and pass each other. These dimensions are intended to be minimum standards for roadways in urbanized areas and may require modifications in highly dense areas or in lower -density contexts. Consistently deteriorated sidewalk quality scores an automatic Streetscore+ 4, as a result of issues such as tripping hazards and accessibility. Similarly, sidewalk 7 TABLE 1 STREETSCORE+ CRITERIA SIDEWALKS IN URBANIZED AREAS Criteria Streetscore+ 1 Streetscore+ 2 Streetscore+ 3 Streetscore+ 4 Usable Sidewalk > =8 feet 7 to 6 feet <6 feet No Sidewalk Even, Smooth Cracks, Failing Sidewalk Quality (no effect) (no effect) Surface Pavement Driveway Curb Cuts Frequent Driveway Sidewalk Out of the Sidewalk (no effect) (no effect) Curb Cuts into the Accessibility Zone Sidewalk Zone Landscape Buffer Yes, Continuous Yes, Discontinuous' No Landscaping (no effect) and Street Trees # of Lanes 2-3 4-5 (no effect) 6+ Prevailing Speed <=25 MPH 26- 30 MPH 31-35 MPH >=36 MPH Lighting Pedestrian -Scale Roadway Lighting (no effect) No Lighting2 Heavy Vehicle3 <=5% 5-8% with no buffer (no effect) >8% with no buffer OR >8/o with buffer Crosswalk Crosswalks Spaced Crosswalks Spaced Frequency4 400 feet or Less (no effect) > 400 feet (no effect) 1. Discontinuous is defined as not having a consistent effect on street life. Regularly spaced street trees may still feel like a "continuous" buffer and should receive a score of 1. 2. No lighting also includes ineffective roadway lighting. 3. Consider the percentage of heavy vehicles operating in the curbside travel lane as data is available. 4. In urbanized areas where pedestrians are expected, crosswalk frequency should be taken into consideration where there is demand based on land use and densities. As a general rule of thumb, consider marking a crosswalk if 20 pedestrians in a given hour may cross at that location. Note: Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. SIDEWALK WIDTH, ACCESSIBILITY, AND QUALITY Three variables are used to assess the sidewalk environment. First, sidewalk width is considered to ensure that pedestrians can comfortably walk side-by-side and pass each other. These dimensions are intended to be minimum standards for roadways in urbanized areas and may require modifications in highly dense areas or in lower -density contexts. Consistently deteriorated sidewalk quality scores an automatic Streetscore+ 4, as a result of issues such as tripping hazards and accessibility. Similarly, sidewalk 7 Streetscore+ White Paper April 2016 accessibility targets continuity of the walking experience through maintaining the sidewalk at grade through driveways, with minimal interference from driveways, curb cuts and slopes. Where driveways are frequent and do not maintain sidewalk grades through driveways, a Streetscore+ of 4 is received. LANDSCAPE BUFFER AND STREET TREES Street trees provide both buffered protection from through vehicles as well as shade for the pedestrian environment. Where this dual benefit is most pronounced is when street trees are spaced such that collectively they are perceived as a continuous buffer against vehicular traffic. As a result, a continuous buffer receives a Streetscore+ of 1. Where street trees are present but spacing is not as frequent or there are gaps in the landscaping, a Streetscore+ of 2 is received. TRAVEL LANES, SPEED, AND HEAVY VEHICLES The number of travel lanes, the prevailing automobile speeds, and the percentage of heavy vehicle traffic describe roadway conditions immediately adjacent to the pedestrian environment. The number of travel lanes is used as a way to describe the amount of automobile traffic on a roadway. Heavy vehicle percentage in the curbside travel lane should be input where data is available. LIGHTING Adequate visibility for pedestrians serves both security and safety functions. Lighting that is specifically designed for pedestrians receives a Streetscore+ of 1, with general roadway lighting receiving a Streetscore+ 2. No roadway lighting - or where roadway lighting is spaced so infrequently as to be rendered ineffectual for pedestrians - receives a Streetscore+ of 4. CROSSWALK FREQUENCY In urbanized areas with pedestrian traffic, crosswalks should be spaced every 400 feet or less to ensure adequate crossing opportunities. Where demand is present but crossing opportunities are limited, a Streetscore+ of 3 is assigned. PEDESTRIAN STREETSCORE+ AT SIGNALIZED INTERSECTIONS Table 2 presents the Pedestrian Streetscore+ criteria for signalized intersections. Given the large safety and comfort benefit offered by full traffic signals, the criteria focuses on crossing distance, accessibility, and intersection conflicts, as described below: 0 Streetscore+ White Paper April 2016 • Crossing Distance: Crossing distance is measured based on the number of travel lanes on the crosswalk approach. Narrower streets of 2-3 lanes received a Streetscore+ of 1, and roadways with 4-5 lanes received a Streetscore+ of 2. Wider roadway receives a score of 4. Medians do not receive additional consideration at signalized locations, as pedestrians are assumed to cross the street in one pedestrian phase. • Accessibility: The presence of accessible elements, such as vibrotactile/audible push buttons at signals, are important to serving those with auditory and visual impairments. Signals that have auditory -only push buttons that meet ADA requirements, received a Streetscore+ of 2, and standard push buttons meeting ADA requirements received a Streetscore+ of 3. Accessibility is also assessed in terms of curb ramps. Directional curb ramps — two per corner — are desired to assist those with mobility and visual impairments, directing them into the crosswalk and receive a Streetscore+ of 1. One ramp per corner receives a Streetscore+ of 2, and if any of the curb ramps are missing, a Streetscore+ of 4 is received. • Channelized Right -Turns: Right -turn slip lanes lengthen the distance that a pedestrian must cross to get from one side of the roadway to the other. As such, even when they are signal - controlled, they receive a Streetscore+ of 2. Pedestrian comfort decreases as right -turn lane slip lane control becomes yield (Streetscore+ 3) or becomes a free right -turn receiving a Streetscore+ of 4. • LPI or Scramble: Leading pedestrian intervals (LPIs) and pedestrian scrambles give pedestrians priority at the intersection. Where these are present with no right -turn on red restrictions, Streetscore+ 1 is received. However, there is not a penalty for signals that do not incorporate LPIs or scrambles, so there is no overall effect on the total score from this variable. p7 Streetscore+ White Paper April 2016 TABLE 2 STREETSCORE+ CRITERIA SIGNALIZED INTERSECTION CROSSWALKS IN URBANIZED AREAS Criteria Streetscore+ 1 Streetscore+ 2 Streetscore+ 3 Streetscore+ 4 Crossing Distance 2-3 lanes 4-5 lanes (no effect) 6+ Lanes Missing Countdown Pedestrian Signal Vibrotactile/ Audible Auditory Push Standard Push Signals, Push Accessibility Push Buttons' Button Only Button Only Buttons Do Not Meet ADA Standards Accessibility Directional Curb Diagonal Curb (no effect) Missing Curb Ramps Ramps Ramps Right -Turn Slip (no effect) Signalized Slip Lane Yield Control No Control Lanes or Speed Table LPI or Scramble Yes with no RTOR (no effect) (no effect) (no effect) 1. Signal may still operate on recall, but the push buttons allows for those with visual and/or auditory impairments to know when the signal phases change. Use of this at all signals is consistent with the Proposed Guidelines for Pedestrian Facilities in the Public Right - of -Way (PROWAG). Note: Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect' signifies that there is no further decrease in comfort for that variable. uNCONTROLLED CROSSWALKS Table 3 presents uncontrolled pedestrian crossing Streetscore+ criteria. This method builds on Safety Effects of Marked Versus Unmarked Crosswalk at Uncontrolled Locations (FHWA, 2005) and adapts those findings to include specific recommended enhancements with the latest industry standards on flashing beacons. Based on available documentation of the efficacy of different types of beacons and practitioner perspective on maintenance, only rectangular rapid flashing beacons (RRFBs) and pedestrian hybrid beacons (PHBs) are considered as lighted crosswalk enhancements. Table 11 from the FHWA report is adapted to designate RRFBs specifically as an enhancement if a marked crosswalk is assumed to have a possible increase in pedestrian crash risk without enhancements, and to include PHBs and signals, if warranted, as the substantial crossing improvement required in order to mark a crosswalk if the location is designated as marked crosswalks alone are insufficient, as pedestrian crash risk may be increased by providing marked crosswalks alone. Geometric enhancements should always be considered. The Streetscore+ is calculated by comparing Table 3 against what the user has input regarding travel lanes, ADT, speed, median refuge, and crosswalk enhancements. If the input roadway characteristics and crosswalk enhancements, if any, match the recommended roadway characteristics and crosswalk enhancements, if any, then a Streetscore+ of 1 is received. If the recommended crosswalk enhancements 10 Streetscore+ White Paper April 2016 do not match based on the roadway characteristics, then a Streetscore+ of 4 is received. The purpose of the binary scoring system is that the crosswalk either does or does not meet best practices in uncontrolled crosswalk safety. Therefore, if the existing or proposed crosswalk enhancements match the level of enhancements required based on speed, volumes, and number of travel lanes, then the Streetscore+ is considered to be "good" and received a Streetscore+ of 1. If not, then the Streetscore+ is considered to be "poor" or Streetscore+ 4. TABLE 3 STREETSCORE+ CRITERIA UNCONTROLLED PEDESTRIAN CROSSING Multilane (4 lanes A A C A B C B B C Cl C C with raised median) Multilane (4 lanes without A B C B B C Cl C C Cl C C raised median) Notes: A=Level A, Signing and Striping Only; B=Level B, Rapid Rectangular Flashing Beacons (RRFB); C=Level C, Pedestrian Hybrid Beacon (PHB) or Signal. Geometric treatments should also be considered prior to the implementation of recommended enhancement. 1. Depending on site observation, driver yielding rates, and other engineering considerations, RRFBs could be considered 11 Vehicle ADT Vehicle ADT Vehicle ADT Vehicle ADT Roadway <9,000 >9,000 to 12,000 > 12,000 to 15,000 > 15,000 Type 30 35 40 30 35 40 30 35 40 30 35 40 mph mph mph mph mph mph mph mph mph mph mph mph Two Lanes A A B A A B A A C A B C Three A A B A B B B B C B C C Lanes Multilane (4 lanes A A C A B C B B C Cl C C with raised median) Multilane (4 lanes without A B C B B C Cl C C Cl C C raised median) Notes: A=Level A, Signing and Striping Only; B=Level B, Rapid Rectangular Flashing Beacons (RRFB); C=Level C, Pedestrian Hybrid Beacon (PHB) or Signal. Geometric treatments should also be considered prior to the implementation of recommended enhancement. 1. Depending on site observation, driver yielding rates, and other engineering considerations, RRFBs could be considered 11 Streetscore+ White Paper April 2016 BICYCLE STREETSCORE+ METHODOLOGY The Streetscore+ methodology for bicycle facilities builds on the Mekuria, Furth, and Nixon LTS methodology, with updates provided based on the NACTO Urban Bikeway Guide, 2nd edition documentation. As discussed in the literature review, two specific bicycle facility were identified in the existing LTS methodology when it comes to evaluating innovative bicycle facilities: cycle tracks and bicycle boulevards. Because both bikeway types hold a high potential to increase the number of bicycling trips, accurately assessing how their designs, which can vary greatly in level of protection and traffic calming, influence bicycle comfort is critical. The Streetscore+ methodology uses the LTS methodology as a base with the following modifications: • Cycle Tracks (or "separated bikeways") — Off-street bikeways and cycle tracks are automatically scored LTS 1 in the LTS methodology. The Streetscore+ methodology incorporates design criteria from the NACTO Urban Bikeway Guide, 2nd edition to account for best practices in cycle track design at the link and intersection level. • Bicycle Boulevards — Bicycle boulevards are treated as bicycle routes in the LTS methodology and do not include special consideration of traffic calming, volumes, or speeds. The Streetscore+ methodology incorporates design criteria from the NACTO Urban Bikeway Guide, 2nd edition to account for best practices in bicycle boulevards design on links and for major street crossings. The Streetscore+ scoring methodology is intended to be fully parallel to the Mekuria, Furth, and Nixon's LTS methodology with a 1-4 scale. Four Types of Cyclists prepared by Roger Geller, Bicycle Coordinator for Portland Office of Transportation, describes these scales in detail and is attached for reference: • Streetscore+ 1 - The lowest level of traffic stress and the design goal for a network that truly accommodates people of all ages and abilities. This level of traffic stress would allow children trained in traffic safety to bicycle to school by themselves as well as people "interested but concerned" about bicycling.4 • Streetscore+ 2 - The highest level of acceptable traffic stress for the "interested but concerned" segment of the population. This is the threshold for a "low traffic stress" bicycle network that truly accommodates people of all ages and abilities. • Streetscore+ 3 - This level of traffic stress accommodates a much smaller segment of population - Geller's "enthused and confident" segment of the population - who are excited and more familiar with biking and will therefore accept a higher level of traffic stress. 4 Geller, "Four Types of Cyclists," Undated. https://www.portlandoregon.gov/transportation/article/237507 12 Streetscore+ White Paper April 2016 • Streetscore+ 4 - This is a very high level of traffic stress that does not work for approximately 99% of the population according to Geller's classification scheme. Only the "strong and fearless" cohort will feel comfortable riding on these facilities. CYCLE TRACK - LINKS NACTO guidance details separate methodologies for raised cycle tracks versus in -roadway cycle tracks as the designs differ. Parking is another critical variable that affects design elements, as a result with and without parking criteria are presented for each. For each set of criteria, it is assumed that the cycle track is a direct route with clear wayfinding signs and pavement legends to help guide bicyclists of all ages and abilities on the corridor. RAISED CYCLE TRACKS WITH PARKING NACTO states a preferred dimension of 6.5 feet for a raised cycle track riding surface to allow bicyclists to travel side-by-side or to pass other bicyclists with a minimum of 5 feet. Adjacent to parking a minimum 3 foot buffer is required to allow passenger loading and protect bicyclists from dooring incidents. NACTO acknowledges that driveways and minor street crossings create potential visibility issues between bicyclist and drivers. As a result, it recommends that parking be prohibited 30 feet from either side of an intersection to improve driver -bicyclist sight lines. Blockages to the cycle track, such as with double-parked vehicles, may be enabled if mountable curb or a cycle track at half the curb height is used. If the cycle track design specifies designated loading zones that are attractive for commercial and/or passenger loading or if the design physically prevents the cycle track from being blocked by vehicles, a Streetscore+ of 1 is received. If the design does not address curb management or if the cycle track can be blocked by vehicles, a Streetscore+ of 3 is received. Table 4 presents the methodology. 13 Streetscore+ White Paper April 2016 Criteria Buffer Width Bicycle Lane Width Visibility at Minor Streets TABLE 4: STREETSCORE+ CRITERIA RAISED CYCLE TRACK WITH PARKING Streetscore+ 1 Streetscore+ 2 Streetscore+ 3 > 3 feet (no effect) 3 feet >=6.5 feet 5 to 6.5 feet (no effect) Parking prohibited Parking prohibited >=30 feet from (no effect) <30 feet from intersections intersections Streetscore+ 4 <3 feet <5 feet (no effect) Vehicle loading is Cycle Track Vehicle loading is not accommodated Blockage accommodated (no effect) through design and (no effect) through design blockages are expected Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. RAISED CYCLE TRACKS WITHOUT PARKING Raised cycle tracks without parking generally use the same criteria as raised cycle tracks with parking except that adjustments are made to the horizontal separation criterion and a speed criterion is introduced. Separation can be provided by either a mountable curb with a desired 4:1 slope or a furnishing zone buffer separating the cycle track from the travel lane per NACTO. The highest score that the cycle track with mountable curb can receive is Streetscore+ 2. Raised cycle tracks with mountable curbs less the NACTO- recommended minimum one (1) foot buffer receive Streetscore+ 3. Where a furnishing zone buffer of at least 3 feet is provided, raised cycle tracks receive Streetscore+ 1. With no parked cars to buffer the cycle track from the travel lane, speed is introduced to account for traffic stress associated with riding adjacent to fast moving vehicles. The Streetscore+ is balanced against the network -planning desire to site cycle tracks on higher speed roads, such as arterials. As a result, Streetscore+ of 1 still allows for a prevailing speed of up to 30 MPH. Operable cycle track surface width, cycle track blockages, and visibility at minor streets are still included. Because parking is not included, the visibility at minor streets is instead defined by the sight triangle between the driver and the bicyclist. Table 5 presents the methodology. 14 Streetscore+ White Paper April 2016 Criteria Mountable Curb with Separation 4:1 Slope Furnishing Zone Buffer Speed Limit or Prevailing Speed Bicycle Lane Width Visibility at Minor Streets Cycle Track Blockage TABLE 5: STREETSCORE+ CRITERIA RAISED CYCLE TRACK WITHOUT PARKING Streetscore+ 1 Streetscore+ 2 Streetscore+ 3 Streetscore+ 4 (no effect) >=3 feet 30 MPH or less >=6.5 feet Design accommodates 20 feet for sight triangle to the cycle track from minor street crossings and 10 feet from driveway crossings Vehicle loading is accommodated through design > = 1 foot (no effect) Up to 35 MPH 5 to 6.5 feet (no effect) (no effect) <1 foot <3 feet Up to 40 MPH (no effect) Sight triangles <20 feet / 10 feet Vehicle loading is not accommodated through design and blockages are expected (no effect) (no effect) (no effect) <5 feet (no effect) (no effect) Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. IN -ROADWAY CYCLE TRACKS WITH PARKING Parking -protected in -roadway cycle tracks have similar Streetscore+ criteria to raised cycle tracks, but include additional details on the operable cycle track lane width as well as the type and width of buffer. Per NACTO, the desired width of the operable cycle track area is 7 feet in uphill portions or where bicycle volumes are higher and is otherwise 6 feet, allowing for a Streetscore+ of 1. A minimum width of 5 feet is required, resulting in a Streetscore+ of 2. While parking is assumed in this scenario, buffer type offers an additional level of protection for the cycle track. If the buffer is solid or raised, the maximum Streetscore+ of 1 is received. If the buffer is painted and has some vertical elements, such as soft -hit posts or rubber curb, a Streetscore+ of 2 is calculated. While the highest score a paint -only cycle track can receive is 3. Likewise, the desired minimum dimension for 15 Streetscore+ White Paper April 2016 parking and the parking -side buffer is 11 feet with a minimum 3 foot buffer. Parking widths of 7 feet that still provide the 3 foot buffer receive a score of 3 to account for added friction and more constrained cross- section. Table 6 presents the methodology. TABLE 6: STREETSCORE+ CRITERIA IN -ROADWAY CYCLE TRACK WITH PARKING Criteria Streetscore+ 1 Streetscore+ 2 Streetscore+ 3 Streetscore+ 4 Uphill or Bicycle High >=7 feet <=6 feet (no effect) (no effect) Lane Volume Width Otherwise >=6 feet <=5 feet (no effect) (no effect) Painted + Some Buffer Type Solid/Raised Vertical Elements l Painted Only (no effect) 10 feet total, with Parking +Buffer >=11 feet, with >3 <10 feet total or (no effect) minimum 3 feet Width feet buffer buffer <3 feet buffer Parking prohibited Visibility at Minor Sight triangles <30 30 feet from (no effect) (no effect) Streets feet intersections Vehicle loading is Vehicle loading is not accommodated Cycle Track Blockage accommodated (no effect) through design and (no effect) through design blockages are Expected 1. Such as soft -hit posts, landscape planters, and other vertical elements that provided additional protection but do not provide a continuous raised barrier. Note: Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. IN -ROADWAY CYCLE TRACKS WITHOUT PARKING In -roadway cycle tracks without parking includes the same criteria as in -roadway cycle tracks with parking, but also includes the speed criteria to account for the lack of parking buffer. Visibility at minor streets focuses on sight triangles since parking is prohibited in this condition. Table 7 presents the methodology. 16 FAA Streetscore+ White Paper April 2016 Criteria Uphill or Bicycle High Lane Volume Width Otherwise Buffer Type Buffer Width Visibility at Minor Streets Speed Limit or Prevailing Speed Cycle Track Blockage TABLE 7 STREETSCORE+ CRITERIA IN -ROADWAY CYCLE TRACK WITHOUT PARKING Streetscore+ 1 Streetscore+ 2 Streetscore+ 3 Streetscore+ 4 > =7 feet >=6 feet Solid/Raised > =4 feet Design accommodates sight triangle of 20 feet to the cycle track from minor street crossings and 10 feet from driveway crossings <=30 MPH or less Vehicle loading is accommodated through design <=6 feet <=5 feet Painted + Some Vertical Elements' 3 feet (no effect) 31- 35 MPH (no effect) (no effect) (no effect) (no effect) (no effect) (no effect) (no effect) <3 feet (no effect) Sight triangles less than 20 feet and 10 feet (no effect) >=36 MPH (no effect) Vehicle loading is not accommodated through design and (no effect) blockages are Expected 1. Such as soft -hit posts, landscape planters, and other vertical elements that provided additional protection but do not provide a continuous raised barrier. Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. CYCLE TRACKS AT SIGNALIZED INTERSECTIONS Intersections are a very sensitive design area for cycle tracks and have a high potential to provide a weak link in an otherwise robust facility. Signalized intersections in particular require consideration of protected intersection treatments, protected signal phasing, and consideration of left- and right -turn auto movements across the cycle track. The Streetscore+ methodology for cycle tracks is calculated by intersection approach, similar to the LTS methodology. It is assumed that clear wayfinding and pavement legends provide guidance to bicyclists through these intersections. Table 8 presents the Streetscore+ criteria for cycle tracks at signalized intersections. 17 Streetscore+ White Paper April 2016 Criteria Separation Bicycle Left -Turns Conflicting Left - Turn Treatments TABLE 8 STREETSCORE+ CRITERIA CYCLE TRACKS AT SIGNALIZED INTERSECTIONS Streetscore+ 1 Separate signal Phasing' for cycle track with barrierz at intersection approach Protected Intersection Protected Left -Turns Streetscore+ 2 Barrier and good sightlines but permitted turns (RT <150 vph) during cycle track green phase Painted Treatments: Two -Stage Turn Box or Bike Box (no effect) Streetscore+ 3 Barrier and good sightlines but permitted turns (RT >150 vph) during cycle track green phase OR No barrier separation i.e., mixing zone or striped bike lane with right -turn pocket (RT<150 vph) Break in separation/barrier for bikes to merge out Permissive Left - Turns Streetscore+ 4 No barrier separation i.e., mixing zone or striped lane with right -turn pocket (RT >150 vph) (no effect) (no effect) 1. Either with protected right -turn phase or dedicated bicycle only phase that does not overlap with permitted turning autos or opposing auto movements. 2. Barrier would be a solid, raised elements (curb, landscape -buffer, etc) or a protected intersection that remain up until the intersection. Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. SEPARATION A variety of methods can be used to separate conflicts between turning vehicles and through bicyclists at signalized intersections. Separate signal phasing between through bicyclists and turning vehicles entirely remove the conflict, therefore receiving a Streetscore+ of 1. This treatment should include a solid barrier up to the intersection to reinforce the cycle track protection. The protected intersection treatment alone substantially reduces the potential and impact of conflict, putting bicyclists ahead of turning vehicles and reducing the speeds of right -turning vehicles; however, they do not remove the conflict all together. Where these treatments are implemented with right -turn vehicle volumes per hour less than 150, a Streetscore+ of 2 is provided. Where right -turn volumes are higher than 150 vehicles per hour or where mixing zones or striped bike lanes with low right -turn volumes are striped, a score of 3 is received. This accounts for the real drop in protection of the cycle track. In Streetscore+ White Paper April 2016 BICYCLE LEFT -TURNS Cycle track designs should accommodate left -turns out of the cycle track. Streetscore+ 1 is reserved for protected intersections, which facilitate two-stage turns with a raised barrier and full protection from the roadway. Painted facilities allowing bicyclists to cross in two stages — two stage turn boxes and bike boxes — received a Streetscore+ of 2. Breaks in cycle track barriers or similar treatments requiring bikes to confidently move out of the cycle track and merge across lanes receive a Streetscore+ of 3. CONFLICT LEFT -TURN TREATMENTS While right -hook conflicts are the commonly discussed conflict for bicyclists, auto left -turns across the cycletrack should also be considered. Protected vehicular left -turns which fully remove the bicyclist -auto conflicts receive a Streetscore+ of 1. Permissive left -turns receive a Streetscore+ of 3, as that phasing does not mitigate the conflict. CYCLE TRACKS AT STOP -CONTROLLED AND UNCONTROLLED INTERSECTIONS Cycle tracks at stop -controlled or uncontrolled intersections have different needs than signalized intersections which are likely to have higher traffic volumes and more turning conflicts. The focus of stop - controlled and uncontrolled is on conflicts with right -turn vehicles and maintaining good sightlines. Table 9 presents the methodology. 19 Streetscore+ White Paper April 2016 TABLE 9 STREETSCORE+ CRITERIA CYCLE TRACKS AT STOP -CONTROLLED AND UNCONTROLLED INTERSECTIONS Criteria Streetscore+ 1 Streetscore+ 2 Streetscore+ 3 Streetscore+ 4 Approach Geometry Visibility at Minor Streets Design accommodates sight triangle of 20 feet to the cycle track from minor street crossings and 10 feet from driveway crossings. If parking, prohibited 30 feet from Intersection Separation or barrier with permitted right turns <150 vph (no effect) Through bike lane and right -turn lane OR mixing zone with <150 vph Sight triangles less than 20 feet /10 feet Through bike lane and right -turn lane OR mixing zone with >150 vph (no effect) Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. BICYCLE BOULEVARD - LINKS The Streetscore+ methodology incorporates design criteria from the NACTO Urban Bikeway Guide, 2nd edition to account for best practices in bicycle boulevard design at the link -level. The Mekuria, Furth, and Nixon LTS methodology evaluates a bicycle boulevard using the same criteria — speed and travel lanes — as any other bicycle route. Given the sensitivity of bicycle boulevards to average daily traffic (ADT) and speeds, Streetscore+ for bicycle boulevards requires ADT and posted speed limit (ideally prevailing speed) and incorporates a higher sensitivity to those two factors for designated bicycle boulevards. To account for bicyclist delay on bicycle boulevards, the frequency of controlled intersection was also introduced to account for less desirability associated with losing momentum when stopping/starting at controlled intersections. Table 10 presents the methodology. 20 Streetscore+ White Paper April 2016 Criteria ADT on Link Speed Number of Stop Signs per Mile TABLE 10: STREETSCORE+ CRITERIA BICYCLE BOULEVARD LINKS Streetscore+ 1 Streetscore+ 2 Streetscore+ 3 Streetscore+ 4 <1,500 1,500-3,000 3,000-6,000 >6,000 <=20 MPH Up to 25 MPH (no effect) >25 MPH 2 4 6 >6 Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. AVERAGE DAILY TRAFFIC (ADT) Bicycle boulevards are typically located on two-lane residential streets. As such, the number of travel lanes does not provide substantial differentiation in the traffic stress on the facility. As a result, only ADT is used. NACTO states that 1,500 ADT is desirable, with up to 3,000 allowed on limited section of the corridor. As a result, these were assigned to Streetscore+ 1 and 2, respectively. SPEED The NACTO Urban Bikeway Guide recommends that bicycle boulevards should have a target speed of 20 MPH to maximize bicycle comfort and safety. Where speed is higher than 20 MPH, speed management strategies should be used to lower the 851h percentile speed. Given this target speed, bicycle boulevards with 20 MPH or slower speeds are given a Streetscore+ of 1, upt to 25 MPH a Streetscore+ of 2, and greater than 25 MPH is Streetscore+ 3. NUMBER OF STOP -CONTROLLED INTERSECTIONS PER MILE The NACTO Urban Bikeway Guide states that at intersections with local streets and minor collectors, bicycle boulevards should have right-of-way priority to reduce or minimize delay by limiting the number of stop signs along the route. Segments of at least one half mile with continuous travel i.e., no stop sign controls are desirable. A metric of the number of controlled intersections per mile was developed to account for bicycle boulevard priority and bicyclist delay. The metric considers stop -control on the bicycle boulevard and not signalized intersections. 21 11I Streetscore+ White aper April 2016 BICYCLE BOULEVARDS - MAJOR STREET CROSSINGS The bicycle boulevard major street crossing methodology proposes a parallel approach to uncontrolled crosswalk locations. While the efficacy of RRFBs and PHBs are better documented for pedestrians, many cities are beginning to utilize these enhancements on bicycle boulevards. Given the sensitive nature of these crossings for bicyclists of all ages and abilities, the needs are assumed to be similar to that of a pedestrians at uncontrolled crosswalks at major streets. As detailed in the Pedestrian Streetscore+ section, this method assumes a three -tiered level of crossing enhancements: • A: Crosswalk Enhancements with Signing and Striping Only • B: Crosswalk Enhancement with Signing, Striping, and Rectangular Rapid Flashing Beacons (RRFBs). Note that this assumes bicyclists would be able to actuate the RRFB through a separated push button located adjacent to the travelway. • C: Crosswalk Enhancement with Signing, Striping, and Pedestrian Hybrid Beacon (PHB) or Traffic Signal. Note that this assumes bicyclists would be able to actuate the PHB or signal through bicycle detection. The Streetscore+ for bicycle boulevard crossings therefore defines the minimum recommended design elements based on ADT, number of travel lanes, and speed, as presented in Table 11. Based on user input regarding the presence of signing and striping only or beacons, Streetscore+ delivers a score of 1 if the level of treatment matches the recommended treatment, and a score of 4 if the existing/proposed treatments input by the user do not match recommended treatments. In addition to the signing, striping, and beacon and/or signal enhancements, users should also examine the feasibility of geometric improvements at the crosswalk, such as curb extensions or median refuges. 22 FAA Streetscore+ White Paper April 2016 TABLE 11 STREETSCORE+ CRITERIA BICYCLE BOULEVARD MAJOR STREET CROSSING Vehicle ADT Vehicle ADT Vehicle ADT Vehicle ADT Major <9,000 >9,000 to 12,000 > 12,000 to 15,000 > 15,000 Street Criteria 30 35 40 30 35 40 30 35 40 30 35 40 mph mph mph mph mph mph mph mph mph mph mph mph Two A A B A A B A A C A B C Lanes Three A A B A B B B B C B C C Lanes Multilane (4 lanes with A A C A B C B B C Cl C C raised median) Multilane (4 lanes without A B C B B C Cl C C Cl C C raised median) Notes: 1. Depending on site observations, driver yielding rates, and other engineering considerations, RRFBs could be considered. Geometric treatments should also be considered prior to the implementation of recommended enhancement. A=Level A, Signing and Striping Only B=Level B, Rapid Rectangular Flashing Beacons (RRFB) C=Level C, Pedestrian Hybrid Beacon (PHB) or Signal Same as the Mekuria, Furth, and Nixon (2012) methodology, "no effect" signifies that there is no further decrease in comfort for that variable. Conclusion The Streetscore+ methodology builds on Mekruia, Furth, and Nixon's LTS methodology to incorporate a finer grain understanding of bicyclist comfort on cycle tracks and bicycle boulevards and creates a parallel methodology to measure pedestrian comfort on streets and at intersections. This methodology is intended to be easy-to-use with the typical datasets that transportation practitioners utilize on corridor studies and active transportation projects. As a result, transportation practitioners can use this tool in a sketch planning capacity to further active transportation designs and more accurately understand the impacts of design decisions on comfort and stress tolerance for people who walk and bike. Where data may not be available or local conditions may warrant adjusted criteria, the tool is intended to be flexible and customizable. 23 Pre -Mitigation Existing Plus Project Eastbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd 2 Roadway Extents from Stelling Rd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Existing Plus Project Eastbound #12 Pedestrian P^W411111111Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd from Stelling Rd 2 Roadway Extents to De Anza Rd 3 ADT (average daily traffic) 9001-12000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Existing Plus Project Northbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd 2 Roadway Extents from Bollinger 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Existing Plus Project Northbound #12 Pedestrian Score by i1—! Intersection Refer to Street5core+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd from Bollinger 2 Roadway Extents Rd to McClellan Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Missing Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Existing Plus Project Southbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Boulevard 2 Roadway Extents from Rodrigues 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Existing Plus Project Southbound #12 Pedestrian Score by sbeaK Z 04 Intersection mm Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name De Anza Boulevard from Rodrigues 2 Roadway Extents Ave to McClellan Rd ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Existing Plus Project Westbound #12 1 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? — What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 10 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Existing Plus Project Westbound #12 Pedestrian W# Score by Sb=fC416r iME OM Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Pacifica Dr from Blaney Ave 2 Roadway Extents to De Anza Boulevard 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Does the signal have pedestrian -friendly signals? Yes, peak hour recall Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Existing Plus Project Eastbound #43 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents fromTantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Existing Plus Project Eastbound #43 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Stevens Creek Blvd 2 Roadway Extents frornTantau Ave to Sten Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Existing Plus Project Northbound #43 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stern Ave 2 Roadway Extents from Tilson Ave 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes 2 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Existing Plus Project Northbound #43 Pedestrian Score by rim Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Stern Ave from Tilson Ave 2 Roadway Extents to Steves Creek Blvd 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? No Number of Total Travel Lanes 2 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Existing Plus Project Southbound #43 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents Driveway 3 ADT (average daily traffic) 1500-3000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes 2 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 10 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Existing Plus Project Southbound #43 Pedestrian Score by rim Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents Driveway 3 ADT (average daily traffic) 1500-3000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 2 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Signals, Does the signal have audible push buttons and pedestrian Virotactile/ signals? Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Existing Plus Project Westbound #43 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Calvert Dr 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Existing Plus Project Westbound #43 Pedestrian by SbvScore � �n..'0_ I� Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Stevens Creek Blvd 2 Roadway Extents from Calvert Dr to Stern Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Eastbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd 2 Roadway Extents from Stelling Rd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Eastbound #12 Pedestrian P^W411111111Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd from Stelling Rd 2 Roadway Extents to De Anza Rd 3 ADT (average daily traffic) 9001-12000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Background Plus Project Northbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd 2 Roadway Extents from Bollinger 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Northbound #12 Pedestrian Score by i1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd from Bollinger 2 Roadway Extents Rd to McClellan Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Missing Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Southbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Boulevard 2 Roadway Extents from Rodrigues 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Southbound #12 Pedestrian Score by sbeaK Z 04 Intersection mm Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name De Anza Boulevard from Rodrigues 2 Roadway Extents Ave to McClellan Rd ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Westbound #12 P^PhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? — What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 10 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Westbound #12 Pedestrian Score by Ow Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Pacifica Dr from Blaney Ave 2 Roadway Extents to De Anza Boulevard 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Does the signal have pedestrian -friendly signals? Yes, peak hour recall Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Background Plus Project Eastbound #31 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents AMC Driveway 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 15 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 5 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, <-75' No 10 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Eastbound #31 Pedestrian Score by M Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents AMC Driveway 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 15 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Background Plus Project Northbound #31 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from Stevens 3 ADT (average daily traffic) > 1 S000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 3S 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Northbound #31 Pedestrian Score by I1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Stevens 2 Roadway Extents Creek Blvd to Vallco Pkwy 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Southbound #31 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name WoiTe rcd 2 Roadway Extents from Perimeter 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, > 150' No No 20 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Southbound #31 Pedestrian Score by I1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Perimeter 2 Roadway Extents Rd to Vallco Pkwy 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Westbound #31 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ white paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Vallco Pkwy 2 Roadway Extents from Tantau Ave to Wolfe Rd ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes 8 Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Westbound #31 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Vallco Pkwy 2 Roadway Extents from Tantau Ave 3 ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, > 150' Yes Yes 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Northbound #32 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Miller Ave 2 Roadway Extents from Calle De 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 6 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Northbound #32 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Nance Miller Ave from Calle De 2 Roadway Extents Barcelona to Stevens Creek Blvd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Southbound #32 Bike Score �1 by q_ft= _ Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Wolte rcd 2 Roadway Extents from Vallco 3 ADT (average daily traffic) >15000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Z Is there a raised median? Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' No No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Southbound #32 Pedestrian Score by n. Intersection p���_ _0 — st l"� fln-W I �_ N - Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Vallco 2 Roadway Extents Pkwy to Steven Creek Blvd 3 ADT (average daily traffic) > 15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Mitigated Speeds What is the slip lane control? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Eastbound #32 Bike Score A,dMk�1 by Intersection Raw - Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Perimeter 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Eastbound #32 Pedestrian Score by sbeuaK n.. Intersection WW Refer to StreetScore+ white paper ror criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + R Roadway Name Stevens Creek Blvd from Perimeter 2 Roadway Extents Rd to Wolfe Rd - Miller Ave ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Westbound #32 Bike Score A,dMk�1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Westbound #32 Pedestrian W# Score by Sb=fC416r ME OM Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name R Stevens Creek Blvd from Finch Ave 2 Roadway Extents to Wolfe Rd - Miller Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. S bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Pedestrian Given ROW What is the slip lane control? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Eastbound #42 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Eastbound #42 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave to Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Northbound #42 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave 2 Roadway Extents from Tilson Ave 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes 2 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Northbound #42 Pedestrian Score by & .r Illll� Intersection V1111110 qwm,��M Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave from Tilson Ave 2 Roadway Extents to Stevens Creek Blvd 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? No Number of Total Travel Lanes 2 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Background Plus Project Southbound #42 PhBike Score _ __ by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave 2 Roadway Extents from Vallco 3 ADT (average daily traffic) 9001-12000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, 76-150' Yes No 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Southbound #42 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave from Vallco 2 Roadway Extents Pkwy to Stevens Creek Blvd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based 4 to 5 without on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 3 Pre -Mitigation Background Plus Project Westbound #42 Bike Score A,dMk�1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Stern Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Westbound #42 Pedestrian Score by & .r Illy Intersection VIIIIIN qwm,��M Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Blvd 2 Roadway Extents from Stern Ave to Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) > there a raised median? - _- -L T_i_I T__ -I I _._ �s Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Diagonal Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Eastbound #48 Bike Score A,dMk�1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Homestead Rd 2 Roadway Extents from Wolfe Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Eastbound #48 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Homestead Rd from Wolfe Rd 2 Roadway Extents to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Northbound #48 Bike Score by 6q— _ - --—= — Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Pruneridge 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 12 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, <=75' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Northbound #48 Pedestrian Score by n.. Intersection IU6J Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Lawrence Expy from Pruneridge 2 Roadway Extents Ave to Homestead Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? (e.g. S bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 12 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, signals? Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Pedestrian Given What is the slip lane control? ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Southbound #48 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from EI Camino 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 12 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, <=75' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Southbound #48 Pedestrian Score by PIMEMW PIM n.. w— Intersection StFq� -W -1 �_ N Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy from EI Camino 2 Roadway Extents Real to Homestead Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Westbound #48 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Homestead Rd 2 Roadway Extents from Kiely Blvd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) 1 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' Yes No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Westbound #48 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Homestead Rd from Kiely Blvd 2 Roadway Extents to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian GivenROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Eastbound #53 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Bollinger Rd 2 Roadway Extents from Blaney Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Eastbound #53 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Bollinger Rd from Blaney Ave 2 Roadway Extents to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Northbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, 76-150' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Northbound #53 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd to Bollinger Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Southbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Mitty Way 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, 76-150' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Southbound #53 Pedestrian P^W,11111111Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy from Mitty Way 2 Roadway Extents to Bollinger Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Background Plus Project Westbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Moorpark Ave 2 Roadway Extents from Williams 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes A What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Background Plus Project Westbound #53 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Moorpark Ave from Williams 2 Roadway Extents Rd to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Eastbound #2 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from SR 85 west 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #2 Pedestrian Score by Iw Intersection Sb �� W�MW7 - 2-'4 Refer to StreetScore+ white paper ror criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + R Roadway Name Stevens Creek Blvd from SR 85 west 2 Roadway Extents ramps to SR 85 east ramps ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Diagonal Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Northbound #2 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name SR 85 off -ramp 2 Roadway Extents from SR 85 to 3 ADT (average daily traffic) 6001-9000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? No 8 Number of Total Travel Lanes 4 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #2 Pedestrian Score by n..4 Intersection st VM�—_ Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name SR 85 off -ramp from SR 85 to 2 Roadway Extents Stevens Creek Blvd 3 ADT (average daily traffic) 6001-9000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based 4 to 5 with on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Cumulative Plus Project Southbound #2 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name SR 85 East on- ramp 2 Roadway Extents from Stevens 3 ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? No 8 Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 10 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #2 Pedestrian Score by Sbwfl; r Ow Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name SR 85 East on - ramp from Stevens 2 Roadway Extents Creek Blvd to SR 85 East 3 ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 3 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Cumulative Plus Project Westbound #2 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from SR 85 east 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Westbound #2 Pedestrian Score by Sbwfl; r Ow Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name R Stevens Creek Blvd from SR 85 east 2 Roadway Extents ramps to Stelling Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Diagonal Curb Ramp What kind of curb ramps are present? Yes Are there right -turn slip lanes at the intersection? Pedestrian Given ROW What is the slip lane control? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Eastbound #3 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Boulevard 2 Roadway Extents from Mary Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #3 Pedestrian Score by Intersection � �_ _ Sb plWmm- W�� Refer to StreetScore+ white paper ror criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + R Roadway Name Stevens Creek Boulevard 2 Roadway Extents from Mary Ave to Stelling Rd ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Northbound #3 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stelling Road 2 Roadway Extents from McClellan 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes d What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #3 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Stelling Road from McClellan 2 Roadway Extents Road to Stevens Creek Boulevard 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 4 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based 4 to 5 with on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Cumulative Plus Project Southbound #3 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stelling Road 2 Roadway Extents from Alves Drive 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #3 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Stelling Road from Alves Drive 2 Roadway Extents to Stevens Creek Boulevard 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based 4 to 5 with on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Cumulative Plus Project Westbound #3 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Boulevard 2 Roadway Extents from De Anza 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Westbound #3 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Boulevard from De Anza 2 Roadway Extents Boulevard to Stelling Road 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 8 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Eastbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd 2 Roadway Extents from Stelling Rd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #12 Pedestrian P^W411111111Score by i a go — Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd from Stelling Rd 2 Roadway Extents to De Anza Rd 3 ADT (average daily traffic) 9001-12000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Cumulative Plus Project Northbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd 2 Roadway Extents from Bollinger 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #12 Pedestrian Score by i1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd from Bollinger 2 Roadway Extents Rd to McClellan Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Missing Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Southbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Boulevard 2 Roadway Extents from Rodrigues 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #12 Pedestrian Score by sbeuaK n.. Intersection WW Refer to StreetScore+ white paper ror criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name De Anza Boulevard from Rodrigues 2 Roadway Extents Ave to McClellan Rd ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Westbound #12 1 — P.M.;_i Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? — What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 10 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Westbound #12 Pedestrian Score by Ow Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Pacifica Dr from Blaney Ave 2 Roadway Extents to De Anza Boulevard 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Does the signal have pedestrian -friendly signals? Yes, peak hour recall Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Cumulative Plus Project Eastbound #23 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Fremont Ave 2 Roadway Extents Sunnyvale - 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' Yes No 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #23 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Fremont Ave Sunnyvale - 2 Roadway Extents Saratoga Rd to Wolfe Rd ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the vow street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Northbound #23 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from Inverness 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #23 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Wolfe Rd from Inverness 2 Roadway Extents Way to Fremont Ave ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? No 8 Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ ITS Score 4 Pre -Mitigation Cumulative Plus Project Southbound #23 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from EI Camino 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 6 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #23 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Wolfe Rd from EI Camino 2 Roadway Extents Real to Fremont Ave ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes ` Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Westbound #23 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Fremont Ave 2 Roadway Extents from EI Camino 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes d What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Westbound #23 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Fremont Ave 2 Roadway Extents from EI Camino Real to Wolfe Rd ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 4 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 without Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 3 Pre -Mitigation Cumulative Plus Project Eastbound #31 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents AMC Driveway 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 15 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, <-75' No 10 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #31 Pedestrian Score by rim Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents AMC Driveway 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 15 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Cumulative Plus Project Northbound #31 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from Stevens 3 ADT (average daily traffic) > 1 S000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 3S 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #31 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Stevens 2 Roadway Extents Creek Blvd to Vallco Pkwy 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Southbound #31 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name WoiTe rcd 2 Roadway Extents from Perimeter 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, > 150' No No 20 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #31 Pedestrian Score by & .r Illi Intersection VIIIIIN qwm,��M Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Perimeter 2 Roadway Extents Rd to Vallco Pkwy 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Westbound #31 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Vallco Pkwy 2 Roadway Extents from Tantau Ave to Wolfe Rd ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes 8 Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Westbound #31 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Vallco Pkwy 2 Roadway Extents from Tantau Ave 3 ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, > 150' Yes Yes 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #32 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Miller Ave 2 Roadway Extents from Calle De 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes A What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #32 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Nance Miller Ave from Calle De 2 Roadway Extents Barcelona to Stevens Creek Blvd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Southbound #32 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Wolte rcd 2 Roadway Extents from Vallco 3 ADT (average daily traffic) >15000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Z Is there a raised median? Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' No No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #32 Pedestrian Score by e n0. Intersection 106--A _�- -__ st MW 1 v Refer to StreetScore+ w7 ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Vallco 2 Roadway Extents Pkwy to Steven Creek Blvd 3 ADT (average daily traffic) > 15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Mitigated Speeds What is the slip lane control? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Eastbound #32 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Perimeter 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #32 Pedestrian Score by sbeuaK n.. Intersection WW Refer to StreetScore+ white paper ror criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + R Roadway Name Stevens Creek Blvd from Perimeter 2 Roadway Extents Rd to Wolfe Rd - Miller Ave ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Westbound #32 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Westbound #32 Pedestrian W# Score by Sb=fC416r ME OM Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name R Stevens Creek Blvd from Finch Ave 2 Roadway Extents to Wolfe Rd - Miller Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Pedestrian Given ROW What is the slip lane control? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Eastbound #42 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #42 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave to Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Northbound #42 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave 2 Roadway Extents from Tilson Ave 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes 2 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #42 Pedestrian Score by & .r Illll� Intersection V1111110 qwm,��M Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave from Tilson Ave 2 Roadway Extents to Stevens Creek Blvd 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? No Number of Total Travel Lanes 2 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 2 Pre -Mitigation Cumulative Plus Project Southbound #42 PhBike Score _ __ by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave 2 Roadway Extents from Vallco 3 ADT (average daily traffic) 9001-12000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, 76-150' Yes No 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #42 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave from Vallco 2 Roadway Extents Pkwy to Stevens Creek Blvd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based 4 to 5 without on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 3 Pre -Mitigation Cumulative Plus Project Westbound #42 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Stern Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Westbound #42 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Blvd 2 Roadway Extents from Stern Ave to Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 8 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Diagonal Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Eastbound #53 Bike Score by 6q— _ - --—= — Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Bollinger Rd 2 Roadway Extents from Blaney Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #53 Pedestrian Score by n0. Intersection MW stpp 1 Refer to StreetScore+ w7 ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Bollinger Rd from Blaney Ave 2 Roadway Extents to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Northbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, 76-150' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #53 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd to Bollinger Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Southbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Mitty Way 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, 76-150' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #53 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy from Mitty Way 2 Roadway Extents to Bollinger Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Westbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Moorpark Ave 2 Roadway Extents from Williams 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes A What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Westbound #53 Pedestrian Score by n0. Intersection MW stpe 1 Refer to StreetScore+ w7 ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Moorpark Ave from Williams 2 Roadway Extents Rd to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Eastbound #55 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Prospect Rd 2 Roadway Extents from Johnson 3 ADT (average daily traffic) >15000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, 76-150' Yes No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Eastbound #55 Pedestrian Score by n0. Intersection MW stpp 1 Refer to StreetScore+ w7 ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Prospect Rd from Johnson 2 Roadway Extents Ave to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts 4 Pre -Mitigation Cumulative Plus Project Northbound #55 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Saratoga 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Northbound #55 Pedestrian Score by n0. Intersection MW stpe 1 Refer to StreetScore+ w7 ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy from Saratoga 2 Roadway Extents Ave to Prospect Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Southbound #55 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Southbound #55 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd to Prospect Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Pre -Mitigation Cumulative Plus Project Westbound #55 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Prospect Rd 2 Roadway Extents from Saratoga 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' Yes No 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Pre -Mitigation Cumulative Plus Project Westbound #55 Pedestrian Score by n0. Intersection MW stpe 1 Refer to StreetScore+ w7 ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Prospect Rd from Saratoga 2 Roadway Extents Ave to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Existing Plus Project Eastbound #12 Bike Score _ by i = rte Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd 2 Roadway Extents from Stelling Rd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Existing Plus Project Eastbound #12 Pedestrian P^W411111111Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd from Stelling Rd 2 Roadway Extents to De Anza Rd 3 ADT (average daily traffic) 9001-12000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Existing Plus Project Northbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd 2 Roadway Extents from Bollinger 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Existing Plus Project Northbound #12 Pedestrian Score by & .r llll� Intersection V11111110 qwm,��M Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd from Bollinger 2 Roadway Extents Rd to McClellan Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Missing Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Existing Plus Project Southbound #12 Bike Score by _ 0 r Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Boulevard 2 Roadway Extents from Rodrigues 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Existing Plus Project Southbound #12 Pedestrian Score by sbeuaK n.. Intersection WW Refer to StreetScore+ white paper ror criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name De Anza Boulevard from Rodrigues 2 Roadway Extents Ave to McClellan Rd ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Existing Plus Project Westbound #12 1 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? — What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 10 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Existing Plus Project Westbound #12 Pedestrian W# Score by Sb=fC416r iME IM Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Pacifica Dr from Blaney Ave 2 Roadway Extents to De Anza Boulevard 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Does the signal have pedestrian -friendly signals? Yes, peak hour recall Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Background Plus Project Eastbound #12 PhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd 2 Roadway Extents from Stelling Rd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Eastbound #12 Pedestrian P^W,11111111Score by i a go — Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd from Stelling Rd 2 Roadway Extents to De Anza Rd 3 ADT (average daily traffic) 9001-12000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Background Plus Project Northbound #12 MhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd 2 Roadway Extents from Bollinger 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Northbound #12 Pedestrian Score by i1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd from Bollinger 2 Roadway Extents Rd to McClellan Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Missing Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Southbound #12 PhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Boulevard 2 Roadway Extents from Rodrigues 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Southbound #12 Pedestrian Score by sbeaK Z 04 Intersection mm Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name De Anza Boulevard from Rodrigues 2 Roadway Extents Ave to McClellan Rd ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Westbound #12 1 ,q 4 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? — What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 10 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Westbound #12 Pedestrian Score by Sb=fCX M04 Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Pacifica Dr from Blaney Ave 2 Roadway Extents to De Anza Boulevard 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Does the signal have pedestrian -friendly signals? Yes, peak hour recall Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Background Plus Project Eastbound #31 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents AMC Driveway 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 15 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, <-75' No 10 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Eastbound #31 Pedestrian Score by M Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents AMC Driveway 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 15 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Background Plus Project Northbound #31 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from Stevens 3 ADT (average daily traffic) > 1 S000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 3S 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Northbound #31 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Stevens 2 Roadway Extents Creek Blvd to Vallco Pkwy 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Southbound #31 Bike Score �1 by q_b= _ Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name WoiTe rcd 2 Roadway Extents from Perimeter 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, > 150' No No 20 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Southbound #31 Pedestrian Score by I1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Perimeter 2 Roadway Extents Rd to Vallco Pkwy 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Westbound #31 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Vallco Pkwy 2 Roadway Extents from Tantau Ave 3 ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, > 150' Yes Yes 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Westbound #31 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ white paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Vallco Pkwy 2 Roadway Extents from Tantau Ave to Wolfe Rd ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes 8 Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Eastbound #32 Bike Score �1 by q_b= _ Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Perimeter 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Eastbound #32 Pedestrian Score by Intersection U'_' Sb �� Www = 7 - Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + R Roadway Name Stevens Creek Blvd from Perimeter 2 Roadway Extents Rd to Wolfe Rd - Miller Ave ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Northbound #32 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Miller Ave 2 Roadway Extents from Calle De 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 6 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Northbound #32 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Nance Miller Ave from Calle De 2 Roadway Extents Barcelona to Stevens Creek Blvd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Southbound #32 Bike Score �1 by q_b= _ Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Wolte rcd 2 Roadway Extents from Vallco 3 ADT (average daily traffic) >15000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' No No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Southbound #32 Pedestrian Score by n. Intersection p���_ _0 — st l"� fln-W I �_ N - Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Vallco 2 Roadway Extents Pkwy to Steven Creek Blvd 3 ADT (average daily traffic) > 15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Mitigated Speeds What is the slip lane control? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Westbound #32 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Westbound #32 Pedestrian Score by Ow Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name R Stevens Creek Blvd from Finch Ave 2 Roadway Extents to Wolfe Rd - Miller Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. S bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Pedestrian Given ROW What is the slip lane control? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Eastbound #42 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Eastbound #42 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave to Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Northbound #42 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave 2 Roadway Extents from Tilson Ave 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Northbound #42 Pedestrian Score by I1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave from Tilson Ave 2 Roadway Extents to Stevens Creek Blvd 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? No Number of Total Travel Lanes 3 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Background Plus Project Southbound #42 Bike Score by -- _- —= - Intersection Rw —= Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave 2 Roadway Extents from Vallco 3 ADT (average daily traffic) 9001-12000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, 76-150' Yes No 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Southbound #42 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave from Vallco 2 Roadway Extents Pkwy to Stevens Creek Blvd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based 4 to 5 without on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 3 Post -Mitigation Background Plus Project Westbound #42 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Stern Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Westbound #42 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Blvd 2 Roadway Extents from Stern Ave to Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? S (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 8 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Diagonal Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Eastbound #48 Bike Score �1 by q_b= _ - -� - -= - Intersection GO� Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Homestead Rd 2 Roadway Extents from Wolfe Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Eastbound #48 Pedestrian Score by PIMEMW PIM n.. w— Intersection StFq� -W -1 �_ N Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Homestead Rd from Wolfe Rd 2 Roadway Extents to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian GivenROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Northbound #48 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Pruneridge 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 12 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, <=75' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Northbound #48 Pedestrian Score by Ow Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Lawrence Expy from Pruneridge 2 Roadway Extents Ave to Homestead Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? (e.g. S bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 12 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, signals? Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Pedestrian Given What is the slip lane control? ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Southbound #48 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from EI Camino 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 12 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, <=75' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Southbound #48 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy from EI Camino 2 Roadway Extents Real to Homestead Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Westbound #48 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Homestead Rd 2 Roadway Extents from Kiely Blvd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) 1 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' Yes No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Westbound #48 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Homestead Rd from Kiely Blvd 2 Roadway Extents to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian GivenROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Eastbound #53 Bike Score by 6q— _ - --—= — Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Bollinger Rd 2 Roadway Extents from Blaney Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Eastbound #53 Pedestrian Score by PIMEMW PIM n.. w— Intersection StFq� -W -1 �_ N Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Bollinger Rd from Blaney Ave 2 Roadway Extents to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Northbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, 76-150' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Northbound #53 Pedestrian Score by o Ow Intersection M& Sh Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd to Bollinger Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Southbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Mitty Way 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 11 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, 76-150' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Southbound #53 Pedestrian P^W411111111Score by _ -- — Intersection 6 _ __ !WW 111111W1111111111111 � Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy from Mitty Way 2 Roadway Extents to Bollinger Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Y Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Background Plus Project Westbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Moorpark Ave 2 Roadway Extents from Williams 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes A What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Background Plus Project Westbound #53 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Moorpark Ave from Williams 2 Roadway Extents Rd to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Eastbound #2 PhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from SR 85 west 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #2 Pedestrian Score by sbeuaK R 04 Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + R Roadway Name Stevens Creek Blvd from SR 85 west 2 Roadway Extents ramps to SR 85 east ramps ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Diagonal Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Northbound #2 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name SR 85 off -ramp 2 Roadway Extents from SR 85 to 3 ADT (average daily traffic) 6001-9000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? No 8 Number of Total Travel Lanes 5 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #2 Pedestrian Score by n..4 Intersection st VM�—_ Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name SR 85 off -ramp from SR 85 to 2 Roadway Extents Stevens Creek Blvd 3 ADT (average daily traffic) 6001-9000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based 4 to 5 with on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Cumulative Plus Project Southbound #2 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name SR 85 East on- ramp 2 Roadway Extents from Stevens 3 ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? No 8 Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 10 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #2 Pedestrian Score by ME OM Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name SR 85 East on - ramp from Stevens 2 Roadway Extents Creek Blvd to SR 85 East 3 ADT (average daily traffic) 12001-15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 3 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Cumulative Plus Project Westbound #2 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from SR 85 east 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #2 Pedestrian Score by iME OM Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name R Stevens Creek Blvd from SR 85 east 2 Roadway Extents ramps to Stelling Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Diagonal Curb Ramp What kind of curb ramps are present? Yes Are there right -turn slip lanes at the intersection? Pedestrian Given ROW What is the slip lane control? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Eastbound #3 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Boulevard 2 Roadway Extents from Mary Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #3 Pedestrian Score by Intersection Sb VU40� MW7 - 0 k Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + R Roadway Name Stevens Creek Boulevard 2 Roadway Extents from Mary Ave to Stelling Rd ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 8 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Northbound #3 MhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stelling Road 2 Roadway Extents from McClellan 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes d What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #3 Pedestrian Score by n. .4 Intersection s i as _r MN s T ' = Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Stelling Road from McClellan 2 Roadway Extents Road to Stevens Creek Boulevard 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 4 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based 4 to 5 with on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Cumulative Plus Project Southbound #3 MhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stelling Road 2 Roadway Extents from Alves Drive 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #3 Pedestrian Score by n. .4 Intersection s i as _r MN s Re er to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Stelling Road from Alves Drive 2 Roadway Extents to Stevens Creek Boulevard 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based 4 to 5 with on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Cumulative Plus Project Westbound #3 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Boulevard 2 Roadway Extents from De Anza 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #3 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Boulevard from De Anza 2 Roadway Extents Boulevard to Stelling Road 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Eastbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd 2 Roadway Extents from Stelling Rd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 3 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #12 Pedestrian P^W411111111Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name McClellan Rd from Stelling Rd 2 Roadway Extents to De Anza Rd 3 ADT (average daily traffic) 9001-12000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Cumulative Plus Project Northbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd 2 Roadway Extents from Bollinger 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #12 Pedestrian Score by i1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Blvd from Bollinger 2 Roadway Extents Rd to McClellan Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Missing Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Southbound #12 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name De Anza Boulevard 2 Roadway Extents from Rodrigues 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #12 Pedestrian Score by sbeuaK n.. Intersection WW Refer to StreetScore+ white paper ror criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name De Anza Boulevard from Rodrigues 2 Roadway Extents Ave to McClellan Rd ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Westbound #12 1 ,q 4 - W J= - —� -�y�_ - Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? — What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 10 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #12 Pedestrian Score by Sb=f iME OM Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Pacifica Dr from Blaney Ave 2 Roadway Extents to De Anza Boulevard 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Does the signal have pedestrian -friendly signals? Yes, peak hour recall Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Cumulative Plus Project Eastbound #23 Bike Score �1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Fremont Ave 2 Roadway Extents Sunnyvale - 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' Yes No 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #23 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Fremont Ave Sunnyvale - 2 Roadway Extents Saratoga Rd to Wolfe Rd ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the vow street, number of lanes are the same in both directions) Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Northbound #23 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from Inverness 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #23 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ white paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Wolfe Rd from Inverness 2 Roadway Extents Way to Fremont Ave ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? No 8 Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ ITS Score 4 Post -Mitigation Cumulative Plus Project Southbound #23 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from EI Camino 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #23 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ white paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Wolfe Rd from EI Camino 2 Roadway Extents Real to Fremont Ave ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Westbound #23 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Fremont Ave 2 Roadway Extents from EI Camino 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes d What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #23 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Fremont Ave 2 Roadway Extents from EI Camino Real to Wolfe Rd ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 40 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 4 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 without Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 3 Post -Mitigation Cumulative Plus Project Eastbound #26 Bike Score by 6q— _ - --—= — Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Homestead Rd 2 Roadway Extents from Blaney Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #26 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Homestead Rd 2 Roadway Extents from Blaney Ave to Wolfe Rd ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Northbound #26 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name VVOITe rcd 2 Roadway Extents from 280 to 3 ADT (average daily traffic) >15000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' Yes No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #26 Pedestrian by SbvScore � �n..'0_ l� Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway r Wolfe Rd Roadway Extents from 280 to Homestead Rd ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Southbound #26 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from Inverness 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes ' What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes No 15 Bicycle Continues Straight No Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #26 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ white paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Wolfe Rd from Inverness 2 Roadway Extents Way to Homestead Rd ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? F (e.g. sidewalk of similar width present on both sides of the vow street, number of lanes are the same in both directions) 7 Is there a raised median? 8 Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Westbound #26 PhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Homestead Rd 2 Roadway Extents from Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes A What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #26 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ we paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Homestead Rd 2 Roadway Extents from Tantau Ave to Wolfe Rd ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Eastbound #31 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents AMC Driveway 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 15 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, <-75' No 10 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #31 Pedestrian Score by M Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Driveway 2 Roadway Extents AMC Driveway 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 15 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on 4 to 5 with Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Cumulative Plus Project Northbound #31 MhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd 2 Roadway Extents from Stevens 3 ADT (average daily traffic) > 1 S000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 3S 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #31 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Stevens 2 Roadway Extents Creek Blvd to Vallco Pkwy 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Southbound #31 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name VVOITe rcd 2 Roadway Extents from Perimeter 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, > 150' No No 20 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #31 Pedestrian Score by I1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Perimeter 2 Roadway Extents Rd to Vallco Pkwy 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Number of Total Travel Lanes Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Westbound #31 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Vallco Pkwy 2 Roadway Extents from Tantau Ave 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes A What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes Yes 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #31 Pedestrian Score by Intersection Sb VU40� MW7 - 0 M Refer to StreetScore+ white paper for criteria einttions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name Vallco Pkwy 2 Roadway Extents from Tantau Ave to Wolfe Rd ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes 8 Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Eastbound #32 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Perimeter 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #32 Pedestrian Score by sbeuaK n.. Intersection WW Refer to StreetScore+ white paper ror criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + R Roadway Name Stevens Creek Blvd from Perimeter 2 Roadway Extents Rd to Wolfe Rd - Miller Ave ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Vi rotacti I e/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Northbound #32 MhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Miller Ave 2 Roadway Extents from Calle De 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 6 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #32 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Nance Miller Ave from Calle De 2 Roadway Extents Barcelona to Stevens Creek Blvd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 6 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Southbound #32 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Wolte rcd 2 Roadway Extents from Vallco 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, > 150' No No 20 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #32 Pedestrian Score by n. Intersection p���_ _0 — st l"� fln-W I �_ N - Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Wolfe Rd from Vallco 2 Roadway Extents Pkwy to Steven Creek Blvd 3 ADT (average daily traffic) > 15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Mitigated Speeds What is the slip lane control? Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Westbound #32 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #32 Pedestrian Score by Sb=fCX M04 Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + Roadway Name R Stevens Creek Blvd from Finch Ave 2 Roadway Extents to Wolfe Rd - Miller Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? (e.g. 5 bicycle facilities are the same in both directions, number of Yes lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 9 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? Pedestrian Given ROW What is the slip lane control? Low speed, low Conflicts and Mitigation conflicts or high speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Eastbound #42 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 7 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #42 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Blvd 2 Roadway Extents from Finch Ave to Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 7 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Northbound #42 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave 2 Roadway Extents from Tilson Ave 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes :Z What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? No 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #42 Pedestrian Score by I1—! Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave from Tilson Ave 2 Roadway Extents to Stevens Creek Blvd 3 ADT (average daily traffic) 3001-6000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? No Number of Total Travel Lanes 3 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 2to3 Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Directional Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 2 Post -Mitigation Cumulative Plus Project Southbound #42 Bike Score Mh by St -A— _- -= - Intersection PM.-- K=— WW —= Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave 2 Roadway Extents from Vallco 3 ADT (average daily traffic) 9001-12000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? No Number of Total Travel Lanes S What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, 76-150' Yes No 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #42 Pedestrian Score by Sbv* r Intersection Refer to treet core+ white paper for criteria detinitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Tantau Ave from Vallco 2 Roadway Extents Pkwy to Stevens Creek Blvd 3 ADT (average daily traffic) 9001-12000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? No 8 Number of Total Travel Lanes 5 Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based 4 to 5 without on Travel Lanes including Turn Lanes) median Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp No Are there right -turn slip lanes at the intersection? Low speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 3 Post -Mitigation Cumulative Plus Project Eastbound #42 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Stevens Creek Blvd 2 Roadway Extents from Stern Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 8 What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, >150' Yes No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #42 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 R Roadway Name Stevens Creek Blvd 2 Roadway Extents from Stern Ave to Tantau Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 Are the bicycle conditions the same in both directions? S (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? Yes Number of Total Travel Lanes 8 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Missing Pedestrian Does the signal have audible push buttons and pedestrian Signals, No signals? Countdown Signals, or Not Accessible Diagonal Curb Ramp What kind of curb ramps are present? No Are there right -turn slip lanes at the intersection? High speed, Conflicts and Mitigation unmitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Eastbound #53 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Bollinger Rd 2 Roadway Extents from Blaney Ave 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' No No 15 Bicycle Continues Straight Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #53 Pedestrian Score by e n0. Intersection st MW 1 Refer to StreetScore+ w7 ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Bollinger Rd from Blaney Ave 2 Roadway Extents to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Northbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, 76-150' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #53 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd to Bollinger Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Southbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Mitty Way 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? Is there more than one right -turn lanes? What is the right -turn speed? Does the configuration present additional hazards? Yes, 76-150' No 15 Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #53 Pedestrian Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy from Mitty Way 2 Roadway Extents to Bollinger Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Westbound #53 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Moorpark Ave 2 Roadway Extents from Williams 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 35 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes Number of Total Travel Lanes A What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the configuration present additional hazards? No Yes Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #53 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Moorpark Ave from Williams 2 Roadway Extents Rd to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 35 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Eastbound #55 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Prospect Rd 2 Roadway Extents from Johnson 3 ADT (average daily traffic) >15000 1 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, 76-150' Yes No 15 Bicycle Continues Straight No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Eastbound #55 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Prospect Rd from Johnson 2 Roadway Extents Ave to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts 4 Post -Mitigation Cumulative Plus Project Northbound #55 MhBike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Saratoga 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Northbound #55 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy from Saratoga 2 Roadway Extents Ave to Prospect Rd 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Southbound #55 Bike Score by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes Is there a raised median? Yes 8 Number of Total Travel Lanes 10 What is the bicycle facility type? Bicycle Route Or No Designated Bikeway Is there a right turn lane? What is the right -turn speed? Does the configuration present additional hazards? Yes, >150' 15 No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Southbound #55 Pedestrian Score by n. .4 Intersection s i as _r ar iir Refer to StreetScore+ w ite paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Lawrence Expy 2 Roadway Extents from Doyle Rd to Prospect Rd 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 50 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) 7 Is there a raised median? Yes 8 Number of Total Travel Lanes 10 Is the intersection controlled? Yes No Is the intersection stop controlled? What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour recall Does the signal have pedestrian -friendly signals? Countdown Does the signal have audible push buttons and pedestrian signals? Signals, Virotactile/ Audible Push Buttons & Signals What kind of curb ramps are present? Diagonal Curb Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4 Post -Mitigation Cumulative Plus Project Westbound #55 Bike Score 1 by Intersection Refer to StreetScore+ white paper for criteria definitions. Bike StreetScore by Intersection Input View Basic Roadway Characteristics? + Koaaway name Prospect Rd 2 Roadway Extents from Saratoga 3 ADT (average daily traffic) >15000 4 Prevailing Speed in MPH (use posted speed limit if speed data is not available) 25 5 Are the bicycle conditions the same in both directions? (e.g. bicycle facilities are the same in both directions, number of lanes are the same in both directions) Yes 6 Are the pedestrian facilities the same in both directions? (e.g. sidewalk of similar width present on both sides of the street, number of lanes are the same in both directions) Yes 7 Is there a raised median? 8 Number of Total Travel Lanes What is the bicycle facility type? Bicycle Lane Is there a right turn lane? Does the right turn lane start abruptly with a 8:1-10:1 taper? Is there more than one right -turn lane? What is the right -turn speed? What is the bicyclist movement across the conflict area? Does the configuration present additional hazards? Yes, <=75' Yes No 15 Bicycle Moves Left No Segment LTS Score Per Mineta Methodology Street Score+ LTS Score Post -Mitigation Cumulative Plus Project Westbound #55 Pedestrian Score by n. .4 stpIntersection l"���= Refer to StreetScore+ w de paper for criteria definitions. Pedestrian Intersection Signalized StreetScore Input View Basic Roadway Characteristics? + 1 Roadway Name Prospect Rd from Saratoga 2 Roadway Extents Ave to Lawrence Ex 3 ADT (average daily traffic) >15000 Prevailing Speed in MPH (use posted speed limit if speed 4 data is not available) 25 Are the bicycle conditions the same in both directions? 5 (e.g. bicycle facilities are the same in both directions, Yes number of lanes are the same in both directions) Are the pedestrian facilities the same in both directions? 6 (e.g. sidewalk of similar width present on both sides of the Yes street, number of lanes are the same in both directions) Is there a raised median? V Number of Total Travel Lanes Is the intersection controlled? Yes Is the intersection stop controlled? No What is the longest signalized crossing distance? (Based on Travel Lanes including Turn Lanes) 6+ Yes, peak hour Does the signal have pedestrian -friendly signals? recall Countdown Does the signal have audible push buttons and pedestrian Signals, Virotactile/ signals? Audible Push Buttons & Signals Diagonal Curb What kind of curb ramps are present? Ramp Yes Are there right -turn slip lanes at the intersection? What is the slip lane control? Pedestrian Given ROW Low speed, low conflicts or high Conflicts and Mitigation speed with mitigated conflicts Street Score+ LTS Score 4