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Asbury Manor-LR 980216FUGRO-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: February 16, 1998 PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111 SAMPLE DATE: January 16, 1998 CONTRACTOR: Austin TICKET NO.: 956572 CONCRETE SUPPLIER: TXI AMBIENT TEMP. (°F): 49 PLANT/TRUCK: 41/25 CONCRETE TEMP. (°F) (ASTM C-1064): 61 MIX ID NUMBER: 8272 TIME BATCHED: 12:31 P.M. AIR (%) (ASTM C-231): 5.2 TIME SAMPLED: 1:05 P.M. WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Paving: Intersection of Cromwell Court and Westminster Way CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard $" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) AMC 63 7 1-23-98 115000 4067 3000~28 days AMC 64 28 2-13-98 153000 5412 AMC 65 28 2-13-98 150000 5305 AMC 66 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ^STM C-143. Typesof [~ [~ [~-"] Curing:, Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Daniel Myers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By~ SMH/hb Distribution: Ryland Homes - Fred Phillips Goodwin & Marshall - Matt Goodwin City of Coppell - Garreth Campbell City of Coppell - Larry Davis -~ Austin Bridge & Road - Terry Tice