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SC-Coppell HS-LR 991228
ira FUGRO SOUTH, INC. 2860 Virgo Lane; Dallas, Texas 75229 Ph (972) 4848301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Del - Mac Construction Co. Coppell High School, Multi Purpose Building Coppell, Texas Report Date: December 28, 1999 Project No.: 0791-2208 SAMPLE DATE: December 20, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.t0~4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 7081232 45 74 1:50 2:45 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7-955 MIX ID NUMBER: 16 AIR (%) (ASTM C.231): WATER ADDED (gal): 10 SLUMP (in.) (ASTM C.,43): 5 Grade beam J-15 thru J-10 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER {dm/s) TESTED (pounds) (psi) (psi) CHC 440 7 12/27/99 87980 3110 3000/28 days CHC 441 28 1/17/00 CHC 442 28 1/17/00 CHC 443 Hold Fracture mode is (A) un;e~ otherwise noted Making & ASTM C-31 Testing ASTM C-143, Typesof ~;;~ F'~ F"~ ['--] Specifications: Curing: Methods: ASTM C-39 Fracture: AY._~l Y.....~ IC_J t...JB C , D REMARKS: Technician: SMH/rm Distribution: Thomas Cranford 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