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Asbury Manor-LR 971204
FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes Report Date: December 4, 1997 PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111 SAMPLE'DATE:- November 6, 1997 CONTRACTOR: M.B. Structure, Inc. TICKET NO.: 14424 CONCRETE SUPPLIER: Redi-Mix AMBIENT TEMP. (°F): 52 PLANT/TRUCK: 1/631 CONCRETE TEMP. (°F) (ASTM C-1064): 78 MIX ID NUMBER: 110 TIME BATCHED: 1:40 pm AIR (%) (ASTM C-231): TIME SAMPLED: 2:20 pm WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 1/4 LOCATION OF PLACEMENT: Box culvert walls, sampled at east two walls CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) AMC 5 4 11/10/97 75000 2652 3000/28 days AMC 6 7 11/13/97 100000 3537 AMC 7 28 12/04/97 140000 4952 AMC 8 28 12/04/97 147000 5199 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~'-~ ~--~ ~---~ r-] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Jose Rivera FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By.~'~ SMH/rm Distribution: Ryland Homes- Fred Phillips Goodwin & Marshall - Matt Goodwin City of Coppell - Garreth Campbell City of Coppell - Larry Davis