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21. Pavement Management ProgramCUPERTINO Summary AGENDA ITEM PUBLIC WORKS DEPARTMENT 2 ~ AGENDA DATE May 5, 2009 SUBJECT AND ISSUE Report on Pavement Management Program, Street Conditions and Preventative Maintenance. BACKGROUND The City contracts with the engineering fi~ of I:[ams and Associates to update the City's Pavement Management Program (PMP), which is done every two years and was last completed on March 28, 2008. The PMP provides an objective and scientific management tool to inventory street pavement, assess pavement conditions, record historical maintenance activity, forecast budget needs, and to view the impacts of the funding on the City-wide pavement condition overtime. The PMP model for cities is based on standardized software and methodology developed by the Metropolitan Transportation Commission and is used by most cities throughout the bay area. It is also the model approved by the Santa Clara Valley Transportation Authority (VTA) when allocating funds to projects sponsored by its member agencies. All city streets are constructed with asphalt pavement that deteriorates overtime by both traffic loading and weathering. Preventative maintenance on city stree~s is very important, because it can sustain. a street's condition over time with relatively low cost as compared to having to reconstruct the entire street. Street reconstruction is at least 30 times more costly than slurry seal and up to 5 times more expensive that an asphalt overlay. The condition of city streets is based on a visual distress rating system resulting in an overall Pavement Condition Index (PCI). This methodology was adopted by cities many years ago to ensure that preventative maintenance is applied through a uniform, objective and engineering based process. Prior to the adoption of the PMP and PCI methodology many cities were faced with what been characterized as a `Yost come, first served" process and/or based on who complains loudest and longest. 'T'his approach, while perhaps satisfying some residents in the short term, is neither objective nor fair to the entire city. It also does not effectively and efficiently apply scarce resources to preventative street maintenance. 21-1 DISCUSSION Condition of Cunertino's Street Asphalt Pavement The City's average pavement condition is an overall PCI of 69 on a 100-point scale with 100 being a completely new street. The PCI number is misleading as it is often incorrectly read as a "grade" like 69% out of 100%, which in academic temps would usually be called a substandard of even failing grade. PCI does not mean that at all. What it means instead is that the overall condition of C~Zpertino's street system is in the high range of MTC's designation of Good condition. In fact, the specific condition ranking of Cuperiuio's 142 miles of streets shows that 92% of the street miles are in Good or Very Good condition requiring little more than periodic shiny sealing or at most a thin asphalt overlay. The balance of 8% is considered to be in poor condition requiring a thicker asphalt overlay. Fortunately, although the PMP estimates that there maybe only two tenths of a mile of Cupertino streets that are in very poor condition that would require complete reconstruction, the report does not specify any segments of streets to which that might apply. The implication of the overall street conditions in Cupertino in terms of cost is that streets in good, very good or new condition require maintenance that is mostly slurry seal ($2.50 / sq yd), a cape seal ($5.50 / sq yd) or a thin asphalt overlay ($16.00 / sq yd). Very few streets would require a thick asphalt overly ($25.00 / sq yd). As noted above no street segments are identified as requiring complete structural reconshuction ($77.00 - $80.00 sq / yd) and therefore no street reconstruction is proposed by staff. Description of Street Maintenance Methods As noted above, there are three specific types of work that are employed to maintain the life and condition of a street segment. These are Slurry Seal, Cape Seal and Pavement Overlays. A brief description of each in ascending order of magnitude follows: Pavement Restoration -This is a small project that is designed to repair particular sections of pavement where it is not required for the entire sheet to be overlaid or sealed. This work consists of digging out and replacing discrete areas of the pavement that have failed, or are about to fail, structurally. • Slurry Seal -This work consists of applying a mixttue of hot asphalt oil, a graded aggregate rock, water, and additives to the pavement surface. Sluuy seals are used for sealing aged and wom pavements, frilling minor cracks, restoring skid resistance and restoring aesthetic appeal. This application serves to protect and preserve the pavement surface and extend its useful life. • Cape Seal -This work is the combination of two sealing and rehabilitation methods, chip seal and slurry seal. First a chip seal is applied, which is a hot asphalt spray binder with a single size aggregate rock mixed into it. It is then followed within a few days by a slurry seal. While more expensive, this combination method provides an additional measure of pavement surface durability and has more restorative impact on the pavement than a straight slurry. The only downside is that in the period between the chip seal and the slurry seal, sometimes the small aggregate comes loose as vehicles travel over it creating a nuisance for drivers. 21-2 • Pavement Overlay - An overlay consists of placing an additional asphalt pavement layer (generally 2" to 3'~ on top of the existing street surface. This method is typically used in combination with surface milling, i.e., the grinding of several inches of the existing pavement and either re-using the grindings with hot oil additives or replacing it with a new layer of asphalt pavement. This is the most comprehensive resurfacing method used to restore structural integrity. BUDGET NEEDS ANALYSIS Following the treatment strategy noted above, the P1vIP generates a budget needs analysis which projects, based on current unit cost estimates, the annual budget need to maintain the Ciry's streets in a condition that only requires minor preventative maintenance. The intent is to maintain the streets with an overall pavement condition index (PCI) of 70 or more. The 2008 Pavement Management Program update rEx;ommends that the City's goal should be to budget a minimum of $1.5 Million annually is expected to inc~~ease the PCI and maintain the overall PCI at 70 over a four year period through 2012. In calendar year 2008, the pavement management program completed approximately $4 Million of pavement maintenance work as detailed in attachments A and B. That year, both Proposition 42 and Proposition 1B funds were available in a total amount of approximately $1.4 Million. Additional Proposition 1B funds of approximately $800,000 will be available in 2010. The 2009 Pavement Management Program will have the following available to carry out pavement management activities, as also shown in Exhibit 1. American Recovery and Reinvestment Act (ARRA) $ 800,000 Proposition 42 Funding 500,000 PM Funds Recommended (09-10 CiP) 750,000 Total PM I}undling 2009-10 $ 2,050,000 PAVEMENT MAIlV'TENANCE PROJECT' SCHEDULE Exhibit 1 outlines the prospective pavement management projects that are nearing design completion and will be competitively bid beginning in May and June 2009. The bulk of the work will be underway by July and will continue through September with some work continuing to November 2009.One critical objective is to have all work that takes place adjacent to or near a school be completed by the time schools reopen in the fall. This report is for the Council's information and no action is required. Submitted by: ~z RalphA. Qualls, Jr. Director of Public Works Approved for submission: David W. Knapp City Manager EXHIBIT A -Revenues and Expenditures 2009 EXHIBIT B -Revenues and Expenditures 2008 EXHIBIT C - Pavement Proj ects 2008 21-3 EXhlbit A Pavemegt Management -Estimated Revenues and Expenditures 2009 American Recovery and Reinvestment Act (ARRA) Funds $800,000 Proposition 42 Funds to be Received Pavement Management Funds Recommended 7-1-09 500,000 750,000 Total Pavement Mana ement Funds Available for 2009 Pro'ects $2,050,000 Pro' ID Project T e of Work Location/Zone A roximate Cost Advertise Date Bid Date Award Date A Pavement Restoration Digout & reconstruct discrete azeas of failing Various City-wide $ 220,000 May-08 June-08 June-08 pavement B Local Streets Pavement Mgmt Grind and overlay, slurry seal, cape seal of existing Portion of Zone 10 & TBD 800,000 May-08 June-08 June-08 pavements C ARRA Project Grind and overlay, slurry seal, cape seal of existing pavements Homestead Rd, between Mary Ave and De Anza Blvd 1,000,000 June-08 June-08 July-08 Total Planned Pavement Management Expenditures 2009 $ 1,020,000 Exhibit B Pavemcut Management -Estimated Revenues and Expenditures 2008 Pavement Management Funds Currently Available (Federal ST1', Current FY Sc C/O General Fund) $2,380,000 Proposition 1 B Funds to be Received 890,000 Pavement Management Funds Recommended 7-1-OS 750,000 Total Pavement Mana cmcttt C'unds Available for 2008 Pro•ccts $4,020,000 Pro• ID Pro•ect Ty e of Worlc Location/Zone Cost + 10% Cont Advertise Date Bid Date Award Dale DigouC Sc reconstruct A I'avemcnt Restoration discrete areas of failing Various City-wide ~ 220,000 May 7, 2008 June 3, 2008 Junc 17, 2008 pavement B STP (federal) Pavement Overlay Grind and overlay existing pavcmcnt with new liR of McClellan, Linda Vista to Byrne 409,000 May 7 2008 Junc 3 2008 June 17 2008 AC Tantau, Bollinger to Phi[ , , , Grind and overlay, slurry Portions of Zones 3 & 10 (Lwo C Local Streets Pavement Mgmt 1 seal, cape seal of existing areas cast and west of Bubb 8c 1,045,000 May 7, 2008 June 3, 2008 July 1, 2008 pavements ~ South of McClellan) i D~` Major Sttcets Pavement Mgmt Grind and overlay, slung scat, cape seal of existing Portions of Stetting, McClellan, Bandley, Valley Grccn 1,02G,000 May 7, 2008 June 3, 2008 June 17, 2008 pavcmcuts Grind and overlay, slutry Portions of Zone 8 (area between E* Local Streets Pavement Mgmt 2 seal, cape seal of existing Stetting 8c De Anza, Prospect Sc 1,320,000 May 28, 2008 July 1, 2008 July 15, 2008 pavements Rainbow) Total Planned pavcmcnt Managcmcnt)uxpenditures 2008 ~ 4,020,000 *Thesc projects will have second phases, D 2 and E 2, respectively, when additional funds are available in 2009. Exhibit C Pavement Projects 2f}Q8 4/28/Z008 Proj ID Project T} e of Fork Streets Limits A Pavement Restoration Digout & reconstruct discrete areas of failing pavement Various Streets. Cltwaide B STP (federal) Pavement Overlay Grind and overlay existing pavement with new lift of AC McClellan Road Linda Vista Dr to BI•rne P.ve Tantau Avenue Bollinser Rd to Phil Ln C Local Streets Pavement Mgmt 1 Grind and overlay, slurry seal, cape seal of existing pzti'ements Slurry Scal Columbus Avenue Rharina Rosa Way to Bubb Rd C c Seal Clazlston A+•ertuc flintshitt St to Columbus Ave Castleton Street Clarkston Ave to \\'illanson Ave Collingsworth Street Arr7}dnson Ave to Stnbcrland Ave Columbus Avenuc Bubb Rd to Vai Ave Columbus Avenue Linda Vista Dr to Marina Rosa \Vzy Cranberry Circle Cranberry Dr to End Crznberr}~ Drive Holly Oak Dr to End Elm Court Bubb Rd to End Flintshire Street Palos Verdes Dr to Clazkston Ave Holly Oak Drive Bubb Rd to Cranberry Dr Overizy Krzicb Place Bubb Rd to End Palos Verdes Drive Terrace Dr to Castleton St Pennineton Lane _ Pumpkin Dt to PJoodlark Wzy Pttmpldn Court PumnLzn Dr to L-nd ~ Pumpkin Drive __ Hubb Rd to Pennineton Lu Shannon Court __ Bubb Rd to Ead Sutherland ,4vcnue Collinesworth St to Casticton St V_ai Avenuc Bubb Rd to Columbus .4ve V~rillinson Avenue Collin¢sworth_St to Columbus Ave A'oodlar}; 9rtay Pennineton ? n to Cranberry Dr D* Major Streets Pavement?~4emt Grind and overlay, slurry seal, cape sea] of existing pavements _ ----- Bandln~ Drive Stevens Creek Blvd to Valley Green Dr al Sl • S Buhb Road Tcrracc Dr to h4cClellan Rd r~ c hhcClcllan Road Bubb Rd to SR-SS OC h~an•_9ncnuc•• .titercrs ('r•c•k $h•d to ldetrrrr L>r Bandlcr Drive Stevens Cra.k Blvd to \'sIley Grcen Dr Cape Seal Valle+• Green Dri+•e N De Attza Bh•d to Reardon Dr North Stcllinre Road \1'atcrford Dt to SR-SS Overizy North Stelling Road ~ Stevens Creek Hlvd to I-ZSO E* Local Streets Pavement Mgmt 2 Grind and overlay, slurry seal, cape seal of existing pavements Stec Caurt Aster Ln to End Lester l.anc tA'aterrnrd Dr to Brrrnhan YI Bamhan ]'lace Aster Ln to Galrva+• Dr Done~rl Drive Lrads .4+t to Sta 1 .- 56 Slntrr Seal Leads .4vcnuc Sta I I- SU to Dunceal Dr Rainhnu Dm~c Pnppr 11'a~ to De .4ttze Blvd South Stdlinc Rnad Rainbmr Dr to Pruspr:ct Rd .9.curr l.rnr" ldurnrandr' H'ur ro Rutnhrnr _ _ 1'n~sJrccr k~r~9` `~rclltn,~ lid to L rr ~n.u kh•d Galway Dri+K Praspxt Rd to Barnhart PI Plum Blossom Dove Primrose 1\•sy to Stn 12+ 1 S L l C N'ildtlou•cr \h'ec Poppy p'ay to S De Art7a Blvd ape ea .4.ctcr lnnc` Ramhnw• Dr to Sntrih End .;Stec t:+tre" H'aterjr.rd Dr to A'ntmandt N'ot t rranvr auc., rm 1 rr; rr` S.ncr Ln to Pntrracc H'at. 21 -6 1 of 2 EXhlbtt C Pavement Projects 2008 cart Pace gal Drive :r Court clown Drive Avenve Blossom Drive Rainbow Drive S S Rosegarden Lane Pea Waterford Drive S S Newcastle Drive • .Ast Normandy li'oy° Ast PeacHBlossom* ~ Ast aay Dr to Jamestown Dr 17+56 to Primrose Way py Way to End n Blossom Dr to Prospect Rd arose Way to Sta 11+80 py Way to Jamestown Dr ~bo~v Dr to Plum Blossom Dr bow Dr to Barnhart telling Rd to Poppy Way ch Blossom Dr to Waterford Dr telling Rd to Primrose Way er Lane to Rasegarden Ln er Lane to Rosegarden Ln er Ln [o Primrose A~av TThese projects twill have second phases, D 2 and E 2, respectively, v~hen additional funds are available in 2009. 21-7 4/?8/2Q08 2of2 ' l ~' ~~ ! i i r ~\ n. \ ~ --' ~ , ,, // ~ I --I -- --- ~ II - i ~ T 1 I ~~ I, :~ ;I ~~ ! // ~~~---- ~ - - I' 1 I II ~\ _" ~ ~ y~ ~ ~ I I I it ~_ . ___ ~ -- r~/q- r I i I i I I. i~ _ ~I ~I 1 ~ p~Q it \ '~ '7 I -I a- J i ~>\ ~ bd~~ ~~~ F_ L I - ~ ~.I ~ n a ~, 7 I' - ~ I I J I ~ ~ I --- `'~ r _~ I I i 1~ _ i i -~-' 1_- i' _ -I '~ it ' - ~~_~~ _ I . ~,~~1 __ - _ , ~ _- -- _ - I h ~--z EY~f ~a CREED. 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