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Asbury Manor-LR 971217
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 17, 1997 PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111 SAMPLE DATE: November 18, '1997 CONTRACTOR: M.B. Structure, Inc. TICKET NO.: 14848 CONCRETE SUPPLIER: Redi-Mix AMBIENT TEMP. (°F): 53 PLANT/TRUCK: 1/631 CONCRETE TEMP. (°F) (ASTM C-1064): 66 MIX ID NUMBER: 110 TIME BATCHED: 1:40 pm AIR (%) (ASTM C-231): TIME SAMPLED: 2:48 pm WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) {ASTM C-1431: 4.0 LOCATION OF PLACEMENT: Westmienster Way, north headwall 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 19 7 11/25/97 118000 4174 3000/28 days AMC 20 28 12/16/97 155000 5482 AMC 21 28 12/16/97 160000 5659 AMC 22 Hold I I Fracture mode is (A) unless otherwise noted Specifications: Makir~g & ASTM C-31 Testing ASTM C-145, Typesof ~ [~ ~ ~ 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