NO PERMIT NUMBER (5) TESTING ENGINEERS, INC.
2811 Adeline St. PO Box 24075 510 835-3142 510 834-3777 fax
Oakland, CA 94608 Oakland, CA 94623 800 660-3142
Oakland Santa Clara Sacramento Diablo Valley Monterey Honolulu
Work Request No.: C-1055 INSPECTION REPORT Week Ending: 10/9/92
PROJECT#31739/GRE539 TYPE OF INSPECTION:
PT Concrete
PROJECT.-
Seven Springs P1I-9A P,'�C�.IVE.�- PLACE OF INSPECTION:
Tract 8098 1,; �� 1 Jobsite
Ridgecreek & Pinebrook Way
Cupertino, CA CIT'( OF CU?ERTINO
Permit #'s 21742, 21733, 21740 & 21711 CJILO,AO
DATE 10/6/92
HOURS 8
ZONEIMILES 1
INSPECTOR(S) G. Braunle
Reported to Dan Allari of The Gregory Group at the jobsite.
Monitored loads arriving at the jobsite for correct mix and proper slump. Inspected placement operations and vibrating procedures.
Performed 4 slump tests (415", 4", 4-3/4" and 41:") and cast 4 sets of compression test specimens(4 ea.), Sample #'s 116479, 116480,
116481 and 116482 for concrete placed at Lot 386 through 389 post-tensioning slab-on-grade and footings. (Concrete Mix#0246 from
Lonestar at 3,000 psi; 4W' slump) Total yards placed: 183
Work inspected, as noted, was incompliance with approved job plans and specifications - PT-1.
Reviewed by:
Roger Taneley
C.E. 620132, Exp. 9-30-93
Ice: The Gregory Group/Chris Gatley
Bauer Concrete
Pacific Post Tension
Bassenian/Lagoni Archit.
City of Cupertino/Bldg. Insp. Dept.
TESTING ENGINEERS INC.
2811 Adeline St. PO Box 24075 510 835-3142 510 834-3777 fax
Oakland, CA 94608 Oakland, CA 94623 800 660-3142
Oakland Santa Clara Sacramento Diablo Valley Monterey Honolulu
Work Request No.: C-1193 INSPECTION REPORT Week Ending: 10/30/92
PROJECT#31739/GRE539 TYPE OF INSPECTION:
Stressing
PROJECT:
Seven Springs/8/372-375 & 386-389 PLACE OF INSPECTION.
'rract8098 Jobsite
Phase 9A
Cupertino, CA
DATE 10/26/92
HOURS 8
ZONEIMILES 1
INP T R s J. Hatfield
Reported to Dan Allari of The Gregory Group at the jobsite.
Inspected post-tensioning operations and measured elongations of tendons for Lots 372 through 375 and 386 through 389. Elongations
were within the specified limits. Elongations are shown on the attached post-tensioning sheets.
Notes:
Could not verify concrete had reached required strength for stressing. The contractor will take responsibility.
Work inspected, as noted, was in compliance with approved job plans and specifications.
Reviewed by:
Roger S. Tansley
C.E. #20132, Exp. 9/30/93
Ice: The Gregory Group/Chris Gatley
Bauer Concrete
Pacific Post Tension
Bassenian/Lagoni Archit.
City of CupertinoBldg. Dept.