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NO PERMIT NUMBER (10) 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-1619 INSPECTION REPORT Week Ending: 3/19/93 PROJECT#32616/GRE539 TYPE OF INSPECTION: Reinforcing Steel PROJECT: Seven Springs/11/20 & 376 - 385PLACE OF INSPECTION: Tract 8098, Phase 10 RECEIVED; Jobsite Cupertino, CA MAY 1 1. cm. auttDMC of cuo. p"Tef�ln" DATE 3/19/93 HOURS 4 I INSPECTOR(S) J. Sweet 0 Inspected the placement of post-tensioning tendons and reinforcing steel for slab-on-grade for Lots 376, 377, 378, 379 and 380. Inspected the placement of holddowns for the following: Lot# Permit# 376 21725 377 21745 378 21705 379 21727 380 21720 s Notes: Okay to pour concrete. Work inspected as:noted, was in compliance with approved job plans and specifications. Reviewed by: Roger S. ey C.E. #20132, Exp. 09/30/93 cc: The Gregory Group/Christopher J. Galley E4uer Concrete ePacific Post.Tension Bassenian/Lagoni Archit. City of CupertinoBldg. Insp. Dept. Admbk 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-1636 INSPECTION REPORT Week Ending: 3/26/93 PROJECT#32616/GRE539 TYPE OF INSPECTION: Concrete PROJECT Seven Springs/1120 & 376 - 385 PLACE OF INSPECTION: Tract 8098, Phase 10 Jobsite Cupertino, CA DAT 3/22/93 HOURS 8 ZONEWILES 1 INSPECTOR(S) J. Sweet • Reported to Reid Hastings 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 5 slump tests (3-3/4", 3-3/4", 4Y2', 4-3/4" and 4Y2') and cast 5 sets of compression test specimens (4 ea.), Sample #'s 133796, 133797, 133763, 133764 and 133765 for concrete placed at post-tensioning slab-on-grade for Lot 376(Permit#21725); Lot 377 (Permit#21745); Lot 378(Permit#21705);Lot#379 (Permit#21727); and Lot 380(Permit#21720). (Concrete Mix#0246 from Lonestar at 3,000 psi; 5" slump) Work inspected, as noted, was in compliance with approved job plans and specifications. Reviewed by: � � Roger S. TaSley C.E. #20132, Exp. 09/30/93 Ice: The Gregory Group/Christopher J. Gatley Bauer Concrete Pacific Post Tension Bassenian & Lagoni Architects City of Cupertino/Bldg. Insp. Dept. III<o — � Quality Assurance Services 1 Vaterials Consulting Testing Engineers, Inc. COMPRESSION TEST REPORT WORK REQUEST NUMBER SAMPLE NUMBER 1 1,376.1 PROJECT NUMBER32616DATE 04/21/93 PROJECT NAME TYPE OF SAMPLE REG. CONCRETE SEVEN SPRINGS/11/20 & 376 — 385 TRACT 8098 — PHASE 10, CUPERTINO SUPPLIER (CONCRETE) RMC LONESTAR SPECIMENS MADE BY J. SWEET, TEI MIX NUMBER 0246 WITNESSED BY DATE SAMPLED 03/22/93 TICKET NO.:1602157 TIME SAMPLED 11: 55AM DATE RECEIVED 03/24/93 LOCATION IN STRUCTURE SLUMP 44 11/�22„ LOT #378 P.T. SLAB ON GRADE. FRESH 11NITWGT. PCF- AIR TEMPERATURE °F 71 MIXTURE TEMPERATURE sF.: 73 AIR CONTENT %: D TESTED 03/29/93 04/19/93 04/19/93 04/05/93 ID NUMBER *5A 5B 5C *5D MARK SPECIMEN DIMENSION,inches AREA, sq. inches 28 .0 ULTIMATE LOAD,IDs. 50000 102000 98000 63000 ULTIMATE STR„psi 1790 3640 3500 2250 AVERAGE STR.,psi 3570 AGE TESTED,DAYS 7 28 28 14 DRY UNIT WEIGHT, pd *FIELD CURE *FIELD CURE SPECNIED STRENGTH,PW 3000 SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD REMARKS: SAMPLES TESTED IN ACCORDANCE WITH ASTM C-39-86 CC: 01 THE GREGORY GROUP 01 BAUER CONCRETE ;;ED BY 01 PACIFIC POST TENSION `( �1 BASSENIAN/LAGONI ARCHIT 1 CITY OF CUPERTINO Nv YOUNG F. DAVIS CONCRETE LAB SUPERVISOR 2811 Adeline Street, P.O. Box 24075, Oakland,Calitomia 94623 • (510)835.3142 SANTA CLARA • DIABLO VALLEY • SACRAMENTO • MONTEREY Quality Assurance Services alalerials Consulting )f Testing Engineers, Inc. COMPRESSION TEST REPORT WORK REQUEST NUMBER _ SAMPLE NUMBER 13 3764 C3636 rT.TrxrrPROJECT NUMBER32616DATE 04/21/93 PROJECT NAME TYPE OF SAMPLE REG. CONCRETE SEVEN SPRINGS/11/20 & 376 - 385 TRACT 8098 - PHASE 10, CUPERTINO SUPPLIER (CONCRETE) RMC LONESTAR SPECIMENS MADE BY J. SWEET, TEI MIX NUMBER 0246 WITNESSED BY DATE SAMPLED 03/22/93 TICKET NO.:1602162 TIME SAMPLED 12: 30PM DATE RECEIVED 03/24/93 LOCATION IN STRUCTURE SLUMP 44 gg��qq,. LOT X379 P.T. SLAB ON GRADE. FRESH UNIT W(� .. PCF. AIR TEMPERATURE OF 73 MIXTURE TEMPERATURE 'F.: 75 AIR CONTENT %: TESTED 03/29/93 04/19/93 04/19/93 04/05/93 ID NUMBER *7A 7B 7C *7D MARK SPECIMEN DIMENSION,inches AREA, sq. inches 28 .0 ULTIMATE LOAD,tbs. 57000 109000 104000 72000 ULTIMATE STR.,psi 2040 3890 3710 2570 AVERAGE STR.,psi 3800 AGE TESTED,DAYS 7 28 28 14 DRY UNIT WEIGHT, ON *FIELD CURE *FIELD CURE SPECIFIED STRENGTH,PN 3000 SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD REMARKS: SAMPLES TESTED IN ACCORDANCE WITH ASTM C-39-86 CC: 01 THE GREGORY GROUP 01 BACONCRETE W ED BY ' 01 PACIFIC IC POST TENSION C �1 BASSENIAN/LAGONI ARCHIT 1 CITY OF CUPERTINO YOUNG F. DAVIS CONCRETE LAB SUPERVISOR 2811 Adeline Street, P.O. Box 24075, Oakland,California 94623 • (510)835-3142 SANTA CLARA • DIABLO VALLEY • SACRAMENTO • MONTEREY Adlikk ✓' � Qualii1c Assurance Services :'14aterials Consulting Testing Engineers, Inc. COMPRESSION TEST REPORT WORK REQUEST NUMBER GI-636 GI-IRNrr—r-RR539 SAMPLE NUMBER , 11769 PROJECT NUMBER32616DATE 04/21/93 PROJECT NAME TYPE OF SAMPLE REG. CONCRETE SEVEN SPRINGS/11/20 & 376 — 385 TRACT 8098 — PHASE 10, CUPERTINO SUPPLIER (CONCRETE) RMC LONESTAR SPECIMENS MADE BY J. SWEET, TEI MIX NUMBER 0246 WITNESSED BY DATE SAMPLED 03/22/93 TICKET NO.:1602169 TIME SAMPLED 2: 20PM DATE RECEIVED 03/24/93 LOCATION IN STRUCTURE SLUMP �qq IT'WG7.1l��22� PCF- LOT X380 P.T. SLAB ON GRADE. FRESH UNAIR TEMPERATURE OF 74 MIXTURE TEMPERATURE OF.: 74 AIR CONTENT %: ESTED 03/29/93 04/19/93 04/19/93 04/05/93 ID NUMBER *9A 9B 9C *9D MARK SPECIMEN DIMENSION,inches AREA, sq. inches 28.0 ULTIMATE LOAD,lbs. 59000 117000 116000 67000 ULTIMATE STR.,psi 2110 4180 4140 2390 AVERAGE STR.,psi 4160 AGE TESTED,DAYS 7 28 28 14 DRY UNIT WEIGHT, Pal *FIELD CURE *FIELD CURE SPMIRED STRENGTH,pd 3000 SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD REMARKS: SAMPLES TESTED IN ACCORDANCE WITH ASTM C-39-86 CC: 01 THE GREGORY GROUP 01 BAUER CONCRETE /f1E71 ED BY 01 PACIFIC POST TENSION C 1 BASSENIAN/LAGONI ARCHIT 1 CITY OF CUPERTINO (�, YOUNG F. DAVIS CONCRETE LAB SUPERVISOR 2811 Adeline Street, P.O. Box 24075, Oakland, Califomia 94623 • (510)835-3142 SANTA CLARA • DIABLO VALLEY • SACRAMENTO • MONTEREY 1 i Quality Assurance Services :Materials Consulting Testing Engineers, Inc. COMPRESSION TEST REPORT WORK REQUEST NUMBER SAMPLE NUMBER PROJECT NUMBER32616DATE 04/21/93 PROJECT NAME TYPE OF SAMPLE REG. CONCRETE SEVEN SPRINGS/11/20 & 376 — 385 TRACT 8098 — PHASE 10, CUPERTINO SUPPLIER (CONCRETE) RMC LONESTAR SPECIMENS MADE BY J. SWEET, TEI MIX NUMBER 0246 WITNESSED BY DATE SAMPLED 03/22/93 TICKET NO.:1602142 TIME SAMPLED 9: 15AM DATE RECEIVED 03/24/93 LOCATION IN STRUCTURE SLUMP gg 3/4° PCF. 11Nl YVGT LOT X376 P.T. SLAB ON GRADE. FRESH AIR TEMPERATURE OF 64 MIXTURE TEMPERATURE OF: 69 AIR CONTENT %: ESTED 03/29/93 04/19/93 04/19/93 04/05/93 ID NUMBER *1A 2B 1C *2D MARK SPECIMEN DIMENSION,inches AREA, sq. inches i 28.0 ULTIMATE LOAD,Ibs. 52000 102000 106000 66000 ULTIMATE STR.,psi 1860 3640 3790 2360 AVERAGE STR.,psi 3715 AGE TESTED,DAYS 7 28 28 14 DRY UNIT WEIDNT, pcf *FIELD CURE *FIELD CURE sPECIRED ETRENDTN.PW 3000 SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD REMARKS: SAMPLES TESTED IN ACCORDANCE WITH ASTM C-39-86 CC: 01 THE GREGORY GROUP 01 BAUER CONCRETE �REVIE ED BY _ 01 PACIFIC POST TENSION l/ 1 BASSENIAN/LAGONI ARCHIT 1 CITY OF CUPERTINO 5u� YOUNG F. DAVIS CONCRETE LAB SUPERVISOR 2811 Adeline Street, P.O. Box 24075, Oakland,Calitomia 94623 • (510)835-3142 SANTA CLARA • DIABLO VALLEY • SACRAMENTO • MONTEREY I i Quality Assurance Services Materials Consulting Testing Engineers, Inc. COMPRESSION TEST REPORT WORK REQUEST NUMBER C 16,16SAMPLE NUMBER 133797 PROJECT NUMBER32616DATE 04/21/93 PROJECT NAME TYPE OF SAMPLE REG. CONCRETE SEVEN SPRINGS/11/20 & 376 — 385 TRACT 8098 — PHASE 10, CUPERTINO SUPPLIER (CONCRETE) RMC LONESTAR SPECIMENS MADE BY J. SWEET, TEI MIX NUMBER 0246 WITNESSED BY DATE SAMPLED 03/22/93 TICKET NO.:1602145 TIME SAMPLED 9.45AN DATE RECEIVED 03/24/93 LOCATION IN STRUCTURE SLUMP 33 /411LOT #77 P.T. SLAB ON GRADE. FRESH A 'WW.. PCF- AIR TEMPERATURE OF 65 MIXTURE TEMPERATURE °F.: 70 AIR CONTENT %: ESTED 03/29/93 04/19/93 04/19/93 04/05/93 ID NUMBER *3A 3B 3C *3D MARK SPECIMEN DIMENSION.inches AREA, sq. inches 28 . 0 ULTIMATE LOAD,Ibs. 57000 107000 108000 69000 ULTIMATE STR..psi 2040 3820 3860 2460 AVERAGE STR.,psi 3840 AGE TESTED,DAYS 7 28 28 14 DRY UNIT WEIGHT, ON *FIELD CURE *FIELD CURE SPECIRED STRENGTH,psi 3000 SPECIMENS NOT SCHEDULED FOR TESTING WILL BE DISCARDED AFTER 28 DAYS OLD REMARKS: SAMPLES TESTED IN ACCORDANCE WITH ASTM C-39-86 CC: 01 THE GREGORY GROUP 01 BAUER CONCRETE RE WED ;. 01 PACIFIC POST TENSION _ �1 BASSENIAN/LAGONI ARCHIT 1 CITY OF CUPERTINO YOUNG F. DAVIS CONCRETE LAB SUPERVISOR 2811 Adeline Street, P.O. Box 24076, Oakland, Calitomia 94623 • (S10)835.3142 SANTA CLARA • DIABLO VALLEY • SACRAMENTO • MONTEREY