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Asbury Manor-LR 980108FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Datlas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ryland Homes Report Date: January 8, 1998 PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111 SAMPLE DATE: December 9, 1997 CONTRACTOR: M.B. Structures TICKET NO.: 3054489 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 56 PLANT/TRUCK: 3/464 CONCRETE TEMP. (°F) (ASTM C-1064): 68 MIX ID NUMBER: 42 TIME BATCHED: 9:19 am AIR (%) (ASTM C-231): TIME SAMPLED: 10:25 am WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 4 LOCATION OF PLACEMENT: Extend headwalls on main culvert (north and south wall) 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 27 7 12/16/97 127000 4492 4000/28 days AMC 28 28 01/06/98 140000 4952 AMC 29 28 01/06/98 143000 5058 AMC 30 Hold , ' Fracture mode is (A) unless otherwise noted Specifications: ; Making & ASTM C-31' Testing ASTM C.143,. ,;Typesof [~ [~ ~ D i Cudng: i Methods: ASTM C-39 i Fracture: A B C D REMARKS: Technician: Mark Strittmatter FUGRO-McCLELLAND (SOUTHWEST), INC, Checked By:c-. / SMH/hb Distribution: Ryland Homes - Fred Phillips Goodwin & Marshall - Matt Goodwin City of Coppell - Garreth Campbell City of Coppell - Larry Davis