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SC-Coppell HS-LR000331
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: March 31,2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: March 22, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-10.4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 7084759 76 68 2:31 pm 3:15 pm CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/1093 MIX ID NUMBER: 42 AIR (%) (ASTM C.231): WATER ADDED (gal): 5 Cloudy SLUMP (in.) (ASTM C.143): 5 3/4 Stadium remodel and expansion columns on lines F/10, F/12, Gl10 CONCRETE CYUNDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUM_R~_R (days) TESTED (pounds) (psi) (psi) CHC 736 7 03129100 117000 4140 4000/28 days . CHC 737 28 04/19/00 CHC 738 28 04/19/00 CHC 739 Hold Fracture n-~oGe is (A) unless other.~c~ ~-,~.~, Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r~ ~~ Spedflcations: Curing: Methods: ASTM C-39 Fracture: AIf..3 I(_~1 E_I I_.IB C D REMARKS: Technician: SMH/rm Distribution: Dumitru Balas FUGRO SOUTH INC. Reviewed By: ~ OaI-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