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SC-Coppell HS-LR000724
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: July 24, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: July 12, 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 7089658 81 89 6:00 6:50 Sunny CONCRETE SUPPLIER: LMC PLANT/TRUCK: 7/757 MIX ID NUMBER: 42 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 4.50 Sidewalk of stands lower level norhteast comer 15 feet from corner 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 1326 7 07/19/00 101200 3580 4000/28 days CHC 1327 28 08/09/00 CHC 1328 28 08/09/00 CHC 1329 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1 r-~ r~ r~ Curing: Methods: ASTM C-39 Fracture: A14.3 Y_..31 Y_.I I-JB C D REMARKS: Technician: SMH/rm Distribution: Yancey Divings FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford