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Asbury Manor-LR 971126 --'I~ FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-830'1; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes Report Date: November26, 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-143) · 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 AMC 21 28 12/16/97 AMC 22 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM Co143, Typesof ~ ~-'] ['~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Bob Shea FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By: J - SMH/rm Distribution: Ryland Homes - Fred Phillips Goodwin & Marshall - Matt Goodwin City of Coppell - Garreth Campbell City of Coppell - Larry Davis _~