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SC-Coppell HS-LR000201
FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 1, 2000 PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: January 21, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: The Cortez Group 3098022 58 68 9:57 10:45 Clear CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3 / 972 MIX ID NUMBER: (L-42) AIR (%) (ASTM C-23t): 4.6 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): N/A Slab - Light Weight Concrete - Building "E" 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 496 7 01-28-00 70000 2480 3000/28 days CHC 497 28 02-18-00 CHC 498 28 02-18-00 CHC 499 Hold Fracture mode is (A) unless otherwise noted Making & ASTM C-31 Testing ASTM C-143, Typesof r~ r-~ F--~ r-' Specifications: Curing: Methods: ASTM C-39 Fracture: AY__.~l V_._.~ Y_..I I__IB C D REMARKS: Technician: SMH/bg Distribution: Greg Forsythe FUGRO SOUTH INC. Reviewed By: ~ .~ 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