12050143 - SITESTING ENGINEERS, INC.
2811 Teagarden St. 510-835-3142 510-8343777 fax
San Leandro, CA 94577 800-660-3142
San Leandro San Jose Martinez
INSPECTION REPORT _ _ Week Ending: 9/28/12
PROJECT # 55674
PROJECT:
Apple VG -1 Building
20650 Valley Green Drive
Cupertino, CA
Permit # 12050143; 12060046;
12020132; 12020131
DATE 9/25/12
HOURS 3
INSPECTOR M. Ardizzone
TYPE OF INSPECTION:
Concrete Placement
PLACE OF INSPECTION:
Jobsite
Reported to Corky Hart of Devcon Construction at the jobsite as requested.
Monitored loads arriving at the jobsite for correct mix and proper slump. Inspected placement operations and vibrating
procedures. Performed 1 slump test (4") and cast 1 set of compression test specimens (5 each) Sample # 240804, for Concrete
Mix # 3EFEG9Q1 from Central Concrete Supply Co. (specified strength 3000 psi, slump 4") for concrete placed at footing for
CMU wall on line 1 from D to F. Total cubic yards placed: 5.
Inspected the placement of reinforcing steel for the above.
The preceding work was, to the best of my knowledge, in compliance with approved plans and specifications, including
revisions by engineer.
Reviewed by:
David pero
Special Inspection Division Manager
1cc: Apple Computer, Inc./J. Rickard
Devcon Construction/ M. Brum
Devcon Construction/S. Ramirez )2--wr
SW Structural, Inc./S. Wade
City of Cupertino/Bldg. Inspection Dept.
This report can be reproduced only in its entirety unless written permission from TEI is obtained.
Page 1 of 1
Testing Engineers, Inc.
Quality Assurance Services
Materials Consulting
Since 1954
Regular Concrete Compression Test Report
Project No.: 55674 Client: APP337
Project Name:
Apple VG -1 Building, Phase 12
20650 Valley Green Drive
Cupertino, CA
Prmt #s 12020132;12020131;12050143 &
Supplier: Central Concrete
Mix: 3EFEG9Q1
Ticket No.: 18526671
Location:
Footing for CMU wall at lines D -F @1.
_,
Sample No.: 240804 �d
10/23/12
10/23/12
Report Date : 10/23/12
HOLD
ID Number
Sample Date: 09/25/12
513
5C
Time Sampled: 0835AM
5E
Mark Sample
Date Received :09/27/12
Inspector: M. Ardizzone, TEI
Specimens Cast (ASTM C-31) : 5
Air Temperature (ASTM C-1064) : 58 deg F
Mixture Temperature (ASTM C-1064) : 78 deg F
Slump (ASTM C-143) : 4-1/2 inches
Date Tested
10/02/12
10/23/12
10/23/12
10/23/12
HOLD
ID Number
5A
513
5C
5D
5E
Mark Sample
Dimension, Inches
Diameter
4
4
4
4
Length
8
8
8
8
Area, sq. inches
12.57
12.57
12.57
12.57
Ultimate Load, Ibs
36000
67000
68000
69000
Ultimate Str., psi
2860
5330
5410
5490
Average, Str., psi
5410
Age Tested, Days
7
28
28
28
HOLD
Fracture Type
1
1
1
Dry Unit Weight, pcf
Specified Strength, psi
3000
3000
3000
SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD
The Material k_ WAS WAS NOT The Material Tested -4<— MET DID NOT MEET THE
SAMPLED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BLDG. DEPT. OR DSA APPROVED DOCUMENTS.
REQUIREMENTS OF THE BLDG. DEPT. OR DSA APPROVED DOCUMENTS.
Remarks: Samples Tested in General Conformance with ASTM C-39
1 cc. City of Cupertino
1 cc. SW Structural, Inc. Reviewed By:
1 cc. Apple Computer Inc. j
1 cc. Devcon Construction
1 cc. Devcon Construction Robert (3reen
W -f Concrete Lab Supervisor fi/
Corporate Office - 2811 Teagarden Street, San Leandro, California 94577 - (510) 835-3142 - Fax (510) 834-3777
LE TESTING ENGINEERS, INC. RECEIVED
2811 Teagarden St.510-835-3142 APR 2 2 2013 510-834-3777 fax
San Leandro, CA 94577W�S;Idn-
800-660-3142
droSan Jose Martinez
INSPECTION REPORT Week Ending: 3/22/13
PROJECT # 55674
PROJECT:
20650 Valley Green Dr.
Cupertino, CA
Permit # 12050143
DATE 3/16/13 (Saturday)
HOURS 4 of
INSPECTOR M. Ardizzone
TYPE OF INSPECTION:
Epoxied Dowels
PLACE OF INSPECTION:
Jobsite, Service Yard
Reported to Corky of Devcon Construction at the jobsite as requested.
Inspected predrilled holes for proper diameter and depth. Observed the cleaning of holes and the injection of Hilti Hit HY
150 MAX epoxy (exp. 8/13). Witnessed the proper insertion of four (4)1/2" diameter Allthread anchors, 9" in length,
embedded 4" for dust collector at service yard.
The preceding work was, to the best of my knowledge, in compliance with approved plans and specifications, including
revisions by engineer.
Reviewed by:
1cc: Apple Computer Inc./J. Rickard
Devcon Construction/M. Brum
Devcon Construction/S. Ramirez
SW Structural, Inc./S. Wade
City of Cupertino/Bldg. Inspection Dept.
David Chippero
Special Inspection Division Manager
This report can be reproduced only in its entirety unless written permission from TEI is obtained.
Page 1 of 1