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NDEPENDENT MATERIALS TESTING
57 N. WASHINGTON STREET
P.O. BOX 745 LABORATORIES, INC.
PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455
NVLAP Accredited for Construction Testing Services
REPORT OF CONCRETE INSPECTION Page 1 of 2
CLIENT: O & G Industries PROJECT NO. : 3756
PROJECT: TIMOTHY EDWARDS MIDDLE SCHOOL REPORT NO. : 0002
CONTRACTOR: O & G Industries DATE CAST : 07/08/97
CONCRETE SUPPLIER: Builders Concrete
LOCATION OF CONCRETE: Seismic Piers Supporting Temporary
Classrooms
DESIGN STRENGTH, PSI: 4,000 DAYS CURED IN FIELD: 4
CEMENT, LBS. : 635 AMBIENT TEMPERATURE: 80
FINE AGGREGATE, LBS: 1156 INSPECTOR: Chris Wickson
COARSE AGGREGATE, LBS: 1/2-1110; 3/4-7400 SPECIMEN SIZE: Standard 6" X 12"
WATER, GALLONS: 34 SPEC AREA APPROX: 28.27 sq. in.
ADMIXTURE: Air-3 .8 ozs; High Early-52 SPECIMEN COND: Satisfactory
ozs
Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064 .
TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE
NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. % #
0010 04:55 05: 10 05:50 55 3 .25 10.0 78 4.9 a.
Test reports may not be reproduced except in Nll with approval of IMTL. All results relate only to the Items tested.
Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government.
TESTING RESEARCH ANALYSIS INSPECTION CONSULTING
Portland Cement Concrete Soils Steel Building Products Bituminous Concrete
Page 2 of 2 REPORT NO. : 0002
SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT
NO. DAYS LOAD LOAD PSI INCHES TEMP FRAC. POUNDS
a. 10889 6 07/14/97 98,000 3,460 3.25 4.9 78 cone 28.7
10890 7 07/15/97 99,000 3,500 3.25 4.9 78 cone
10891 28 08/05/97 133,000 4,700 3.25 4.9 78 cone
10892 28 08/05/97 134,000 4,740 3 .25 4.9 78 cone
10893 S 3 .25 4.9 78
NOTES:
O1 pc: O & G Industries / S/L/A/M Collaborative / John Collins, South
Windsor Building Official
02 bh
03 All slumps were visually monitored for consistency throughout the entire
concrete placement.
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