NO PERMIT NUMBER (8)is
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 Diablo Valley Monterey
Work Request No.: C-1416 INSPECTION REPORT Week Ending: 6/25/93
PROJECT # 32616/GRE539
we -TI -101i
Seven Springs/11/20 & 376 - 385
Tract 8098, Phase 10
Cupertino, CA
Permit #23883
DATE 6/22/93
HOURS 4
ZONEIMILES I
INSPECTOR(s) J. Sweet
TYPE OF INSPECTION:
Rebarfrendon Placement
PLACE OF INSPECTION:
�I�/ED;
Jobsite
AUG 01
CITY OF, CUPERTINO
BUILDINR DE"
Reported to Reid Hastings of The Gregory Group at the jobsite.
Inspected the placement of post -tensioning tendons and reinforcing steel for Lot 20, Tract 7994 slab -on -grade.
Inspected the placement of holddowns for the above.
Work inspected, as noted, was in compliance with approved job plans and specifications.
Reviewed by:
Roger sley
C.E. #20132, Exp. 09/30/93
Icc: The Gregory Group/Christopher J. Gatley
Bauer Concrete
Pacific Post Tension
Bassenian/Lagoni Architects
City of Cupertino/Bldg. Insp. Dept.
RECEIVED;
AUG Ol lou
• EITY. OF. CUPERTINO
99ILDINti 09"I
TESTING ENGINEERS, INC.
2811 Adeline St. PO Box 24075 510 835-3142 510 834-3777 fax
Oakland, CA 94608 Oakland, CA 94623 800 6603142
Oakland Santa Clara Diablo Valley Monterey
Work Request No.: C-1416 INSPECTION REPORT Week Ending: 6/25/93
PROJECT # 32616/GRE539
PROJECT.
Seven Springs/11/20 & 376 - 385
Tract 8098, Phase 10
Cupertino, CA
Permit #097024
UA/L 6/23/93 6/23193
HOURS4 4
1 1
INSPECTOR(s)T. Woodbeck R. Tuttle
6/23/93 R. Tuttle & T. Woodbeck
Reported to Reid Hastings of The Gregory Group at the jobsite.
TYPE OF INSPECTION:
PT Concrete
PLACE OF INSPECTION.
Jobsite
Monitored loads arriving at the jobsite for correct mix and proper slump. Inspected placement operations and vibrating
procedures. Performed 1 slump test (3') and cast 1 set of compression test specimens (4 ea.), Sample #133927 for concrete
placed at footings and post -tensioning slab -on -grade at Lot 20. (Concrete Mix #0246 from RMC Lonestar - Santa Clara; 3,000
psi; 4" slump)
Inspected the placement of reinforcing steel for the above.
Work inspected, as noted, was in compliance with approved job plans and specifications - PT -5. \
Reviewed by:
Roger Sr nsley
C.E. #20132, Exp. 09/30/93
Icc: The Gregory Group/Christopher J. Gatley
Bauer Concrete
Pacific Post Tension
Bassenian/Lagoni Architects
City of Cupertino/Bldg. Insp. Dept.
RECEIVED;
is AUG Ci ix,.,
LIfY OE CUPERTINO
E_UILDINf Ou"I