06-03-2013TESTING ENGINEERS,; INC.
2811 Teagarden St. 510-835-3142 510-834-3777 fax
San Leandro, CA 94577 800-660-3142
San Leandro • San Jose • Martinez
INSPECTION REPORT Week Ending: 4/27/12
PROJECT # 54864 TYPE OF INSPECTION:
FILE�( Expansion Anchors
PROJECT: PLACE OF INSPECTION:
Apple Forge Phase 1 Jobsite
18920 Forge Dr%
Cupertino; CA ~ - - -
Permit # 11080134; 11070044
DATE 4/23/12
HOURS
4
INSPECTOR J. Souza
Reported to Jack of Devcon Construction at the jobsite as requested.
Inspected predrilled holes for proper diameter and depth. Observed the cleaning of holes and witnessed the proper insertion
of thirty-six (36) 5/8" diameter Hilti KB -TZ expansion anchors, 4-3/4' in length, embedded 3-1/8" for 150Hz anchor chamber.
The preceding work was, to;the best of my knowledge, in compliance with engineer approved plans and specifications,
including revisions by engineer
Reviewed by:� r�
David,-- hippero
Special Inspection Division Manager
1cc: Apple Computer Inc./J. Rickard
Devcon Construction/J. Garfinkel
Structural Engineers, Inc./J. Fishpaw
Studios Architecture/A. Clem enza
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
90 L� V L
TESTING ENGINEERS, INC.�I J U L B 0 2J1?
L
I�
l 11 U v
2811 Teagarden St. 510-835-3142 fax
San Leandro, CA 94577 800-660-3142
San Leandro • San Jose • Martinez
INSPECTION REPORT Week Ending: 6/22/12
PROJECT # 54864
PROJECT:
Apple Forge - Phase 1
18920 Forge Drive
Cupertino, CA
��
HOURS
Permit #s: 11080134; 11070044
6/19/12
4
INSPECTOR M. Ardizzone
TYPE OF INSPECTION:
Concrete Placement
PLACE OF INSPECTION:
Jobsite
6/20/12
4
Reported to Jack of Devcon Construction at the jobsite as requested.
6/19/22
Inspected predrilled holes for proper diameter and depth. Observed the cleaning of holes and witnessed the proper insertion
of forty-eight (48)1/2' diameter Hilti KB -TZ expansion anchors, 4-1/2' in length, embedded 2-5/a" anchoring 150HZ Anechoic
chamber at chamber AC2.
The preceding work was, to the best of my knowledge, in compliance with engineer approved plans and specifications,
including revisions by engineer.
6/20/22
Inspected predrilled holes for proper diameter and depth. Observed the cleaning of holes and the injection of Hilti Hit RE
500 -SD epoxy (exp. 4/13). Witnessed the proper insertion of sixteen (16) #4 reinforcing steel bars, 48" in length, embedded
6"; sixteen (16) #5 reinforcing steel bars, 48" in length, embedded 6" and ten (10) #6 reinforcing steel bars, 48" in length,
embedded 6" all into concrete wall at large long wave chamber
Inspected the placement of reinforcing steel for wall at long wave chamber.
The preceding work was, to the best of my knowledge, in compliance with engineer approved plans and specifications,
including revisions by engineer.
Reviewed by:
Apple Computer Inc./J. Rickard
Devcon Construction/J. Garfinkel
Structural Engineers, Inc./J. Fishpaw
Studios Architecture/A. Clemenza
City of Cupertino/Bldg. Inspection Dept.
Chippero RE,
I Inspection Division Manager
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.: 54864 Client: APP337
Project Name:
Apple Forge - Phase 1
? 18920 Forge Drive,
Cupertino; -CA
Permit #s 11070044: 11080134
Supplier: Central Concrete
Mix: 3FOCE902
Ticket No.: 18469350
Location:
Isolation slab power test chamber.
Phase IV.
Sample No.: 241324
I r, II Report Date: 06/04/12
Sample Date: 05/07/12
��N �' Time Sampled: 0635AM
Date Received : 05/08/12
Inspector: N. C. Goard, TEI
Specimens Cast (ASTM C-31) : 5
Air Temperature (ASTM C-1064) : 53 deg F
Mixture Temperature (ASTM C-1064) : 60 deg F
Slump (ASTM C-143) : 4-1/4 inches
Date Tested
05/14/12
06/04/12
06/04/12
06/04/12
HOLD
ID Number
22A
22B
22C
22D
22E
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
50000
77000
74000
79000
Ultimate Str., psi
3980
6130
5890
6280
Average, Str., psi
6100
Age Tested, Days
7
28
28
28
HOLD
Fracture Type
1
1
1
1
Dry Unit Weight, pcf
Specified Strength, psi
4000
4000
4000
SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD
The Material _C WAS WAS NOT The Material Tested _?C 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.
Structural Engineers, Inc.
1 cc.
Studios Architecture
1 cc.
Apple Computer Inc.
1 cc.
Devcon Construction
Reviewed By:
Robert Green
Concrete Lab Supervisor
Corporate Office - 2811 Teagarden Street, San Leandro, California 94577 - (510) 835-3142 - Fax (510) 834-3777