NO PERMIT NUMBER (2) - RECEIVED,'
A = TESTING ENGINEERS, INC. SEP i ,) }_, '.:c
.CITY, OF, CUPERTINO
@U1LDING OFT.
2811 Adeline St. PO Box 24075 510 8353142 510 8343777 fax
Oakland, CA 94608 Oakland, CA 94623 800 660-3142
Oakland Santa Clare Diablo Valley Monterey
Work Request No.: C-1536 INSPECTION REPORT Week Ending: 7/9/93
PROJECT # 32616/GRE539 TYPE OF INSPECTION:
Stressing
PROJECT'
Seven Springs/1120 & 376 - 385 PLACE OF INSPECTION:
Tract 8098, Phase 10 Jobsite
Cupertino, CA
Permit #23883
DATE 7/7/93
HOURS 4
ZONEIMILES 1
INSPECTOR(S) J. Sweet
Reported to Reid Hastings of the Gregory Group at the jobsite.
Inspected post-tensioning operations and measured elongations of tendons for Lot 20 slab-on-grade.
Elongations were within the specified limits. Elongations are shown on the attached post-tensioning sheets.
Note: For tendons having very short computed elongations,some of the measured elongations slightly exceeded the
specified tolerances. Such elongations were not noted as being"out of specification"because of the tolerances
in the field measurements used to compute such deviations.
Work inspected, as noted,was in compliance with approved job plans and specifications.
Reviewed by:
� b —
Roger S. T4dsley
C.E. #20132, Exp. 09/30/93
:4;_-ce,.' . The.Gregory Group/Christopher J. Gatley
.:.'Bauer Concrete
Pacific Post Tension
-Bassenian/Lagoni Architects
' ' City of Cupertino/Bldg. Insp. Dept.
Project ";o-e pw6 to Lp!q! e 1 �3 'rage of 2
Project No. 3216 Work Req. No. CInsoector — cRR� SWEET
Tendon Locai,pn: .j(A(S C)N RAE Soecificat ion:t — 5 73-t ( �
Building � Level Section Pour Tendon Dir.
.iy$LBOI I : Gauge Serial No. u• �-1 % R3ii1 'cflG. bio. �q7 Ram, Pressure
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Project No. Work Req. No. Inspector 7F—RFS+<IJEE'T
Tendon Location: GN Ce }pE Specification:= To hl!
Building Level Section Pour Tendon Dir.
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