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SC-Coppell HS-LR000222
FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Stadium Expansion Coppell, Texas Report Date: February 22, 2000 Project No.: 0791-2208 SAMPLE DATE: February 14, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-t01N): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac - Cortez Group 3099316 47.9 60.5 9:46 am 10:25 am Partly cloudy CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3/734 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): 2.50 WATER ADDED (gal): 5 SLUMP (in.) (ASTM C.143): 4 3/4 Piers: 0.4/B.1, 0.5/B.+ D/l, bottom 1/2 C/1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) .(psi) CHC 612 7 02/21/00 89000 3150 . . 3000/28 days CHC 613 28 03/11/00 CHC 614 28 03/11100 CHC 615 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 T. ting ASTM C-143, Typesof ~] ~ [~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest SMH/rm Distribution: 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