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Asbury Manor-LR 971125 --~ur-~o 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 25, 1997 PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111 SAMPLE. DATE: November 17, 1997 I CONTRACTOR: M.B. Structures TICKET NO.: 323818 CONCRETE SUPPLIER: Redi-Mix AMBIENT TEMP. (°F): 40 PLANT/TRUCK: CONCRETE TEMP. (°F) {ASTM C-1064).' 65 MIX ID NUMBER: 5 TIME BATCHED: 12:05 pm AIR (%) (ASTM C-231): TIME SAMPLED: 1:15 pm WATER ADDED (gal): 10 WEATHER CONDITION: Cloudy/cool SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: South Wing Wall on 3 barrel 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 17 7 11/24/97 107000 3784 3000/28 days AMC 18 28 12/15/97 AMC 19 28 12/15/97 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Types°f ~-'1 [~] ~ D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Ted Nicholas 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