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Asbury Manor-LR 971208
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 8, 1997 PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111 SAMPLE DATE: November 7, 1997 CONTRACTOR: M.B. Structure, Inc. TICKET NO.: 14527 CONCRETE SUPPLIER: Redi-Mix AMBIENT TEMP. (°F): 61 PLANT/TRUCK: 1/629 CONCRETE TEMP. (°F) (ASTM C-1064): 63 MIX ID NUMBER: 110 TIME BATCHED: 1:30 pm AIR (%) (ASTM C-231): TIME SAMPLED: 2:15 pm WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: West walls on box culvert 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 9 3 11/10/97 65000 2299 3000/28 days AMC 10 7 11/14/97 95000 3360 AMC 11 28 12/05/97 123000 4350 AMC 12 28 12/05/97 120000 4244 Fracture mode is (A) unless otherwise noted Specifications: Making& ASTM C-31 Testing ASTM C-143. Typesof ~ ~----] ~ D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Bob Shea 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