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SC-Coppell HS-LR000201
FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT Coppell lSD, cio Dal - Mac Construction Co. Report Date: February 1,2000 Coppell High School, Stadium Expansion Project NO.: 0791-2208 Coppell, Texas SAMPLE DATE: January 21, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-t064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: The Cortez Group 3098054 60 72 12:54 1:45 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3 / 1046 MIX ID NUMBER: (38) AIR (%) (ASTM C-231): 4.6 WATER ADDED (gal): 20 Clear SLUMP (in.) (ASTM C.t43): 5.0 Paving - Parking lot behind Stadium - Southeast corner - Section Patch - Directly behind barfing cage 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 500 7 01-28-00 80000 2830 3000/28 days CHC 501 28 02-18-00 CHC 502 28 02-18-00 CHC 503 Hold Fracture mode is (A) unless oflNerwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ ['"~ Cudng: Methods: ASTM C-39 Fracture: A B C , D REMARKS: Technician: SMH/bg Distribution: Greg Forsythe FUGRO SOUTH INC. Reviewed By: DaI-Mac Construction - Damon~orman City of Coppell - Larry Davis / Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford