10110185 TESTING 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: 1/21/11
PROJECT#53857 TYPE OF INSPECTION:
Reinforcing Steel Placement/
Concrete Placement/Epoxied Dowels
PROJECT: --- PLACE OF INSPECTION:
Bubb 8(Apple) Jobsite
10231 Bubb Rd.
Cupertino,CA
Permit# 10110185
DATE 1/17/11 1/18/11 1/19/11 1/20/11 1/21/11
HOURS 4 8 4 4 8
INSPECTOR M.Ardizzone
Reported to Duane of DPR Construction at the jobsite as requested. 41
1/17/11 .3•Z V1
Inspected the placement of reinforcing steel at six(6)brace frame footings and one(1)exterior footing.
1/18/11
Monitored loads arriving at the jobsite for correct mix and proper slump. Inspected placement operations and vibrating
procedures. Performed 1 slump test(4-Y2")and cast 1 set of compression test specimens(4 each),Sample# 236988,for
Concrete Mix# 3EFEC9Q1 from Central Concrete Supply Co.,(specified strength 3000 psi,slump 4")for concrete placed at
six(6)brace frame footings and one(1)exterior footing. Total cubic yards placed: 90.
Inspected the placement of anchor bolts and reinforcing steel for the above.
1/19/11
Inspected the placement of reinforcing steel at column base footing on line 1.25 from E.5 to F.S.
Inspected predrilled holes for proper diameter and depth. Observed the cleaning of holes and the injection of Hilti Hit Re 500
SD epoxy(exp.7/11). Witnessed the proper insertion of one hundred sixty(160)#4 reinforcing steel bars,30"in length,
embedded 3"on lines G from 2 to 3.5,4 from C to D,1 from D to A and 4 from A to B.
This report can be reproduced only in its entirety unless written permission from TEI is obtained.
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Bubb 8(Apple)
10231 Bubb Rd.
Project No.: 53857
W/E: 1/21/11
1/20/11
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(4 each),Sample#236998,for Concrete
Mix#3EFEC9Q1 from Central Concrete Supply Co.,(specified strength 3000 psi,slump 4")for concrete placed at electrical
trench in-fills. Total cubic yards placed: 12.
Inspected the placement of reinforcing steel for slab on grade and the above.
1/21/11
Monitored loads arriving at the jobsite for correct mix and proper slump. Inspected placement operations and vibrating
procedures. Performed 2 slump tests(4",4")and cast 2 sets of compression test specimens(4 each),Sample#236997,236999,
for Concrete Mix
#3EFEC9Q1 from Central Concrete Supply Co.,(specified strength 3000 psi,slump 4")for concrete placed at slab on grade,
slab in-fills between lines A and B from 1.5 to 3.5,C.25 and D from 1 to 4,at F.5 and G from 2 to 3 and footings on line G at 3.5
and 1.5. Total cubic yards placed: 100.
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: _
Davi ippero
Special Inspection Division Manager
1cc: Apple Computer Inc./C.Kealey,The CRE Group
DPR Construction/J.Spielman
City of Cupertino/Bldg.Inspection Dept.
This report can be reproduced only in its entirety unless written permission from TEI is obtained.
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