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SC-Coppell HS-LR000124
FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppett lSD, c/o Dal- Mac Construction Co. Coppell High School, Multi Purpose Building Coppell, Texas Report Date: January 24, 2000 Project No.: 0791-2208 SAMPLE DATE: January 13, 2000 CONTRACTOR: Cortez TICKET NO.: 7082192 AMBIENT TEMP. (°F): 72 CONCRETE TEMP. (°F) (ASTM C-1064): 78 TIME BATCHED: 2:03 TIME SAMPLED: 3:10 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/1042 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-143): 5 1/4 Grade beams, Area B, sampled at K-12 (approximately) CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 484 7 01/20/00 100000 3540 3000/28 days CHC 485 28 02/10/00 CHC 486 28 02/10/00 CHC 487 Hold 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: Mike Flute FUGRO SOUTH INC. Reviewed By: SMH/rrn Distribution; DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis/' Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford