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Asbury Manor-LR 971115
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: November 15, 1997 PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111 SAMPLE DATE: November 5, 1997 CONTRACTOR: M.B. Structures TICKET NO.: 14328 CONCRETE SUPPLIER: Redi-Mix AMBIENT TEMP. (°F): 80 PLANT/TRUCK: 1/629 CONCRETE TEMP. (°F) (ASTM C-1064): 78 MIX ID NUMBER: 110 TIME BATCHED: 2:30 pm AIR (%) (ASTM C-231): TIME SAMPLED: 3:05 pm WATER ADDED (gal): 60 WEATHER CONDITION: Fair and warm SLUMP (in.) (ASTM C-143): 5 3/4 LOCATION OF PLACEMENT: Box culvert bottom, middle barrell, west end CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 squareinches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) AMC 1 5 11/10/97 85000 3006 3000/28 days AMC 2 7 11/12/97 93000 3289 AMC 3 28 12/03/97 AMC 4 28 12/03/97 Fracture mode is (A) unless otherwise noted Specifications: Making& ASTM C-31 Testing ASTM C-143. Typesof ~-'~ [~] ~ [--] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Skip Martin 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