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SC-Coppell HS-LR 991216FUGRO 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 Del- Mac Construction Co. Report Date: December 16, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: December 6, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3096011 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 56 PLANT/TRUCK: 3 / 820 CONCRETE TEMP. (°F) (ASTM C-1064): 69 MIX ID NUMBER: 16 TIME BATCHED: 3:21 AIR (%) (ASTM C.231) '- -0- TIME SAMPLED: 4:00 WATER ADDED (gal): -0- WEATHER CONDITION: Cool SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: Pier No. 173 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 408 7 12-13-99 99000 3500 3000/28 days CHC 409 28 1-3-00 CHC 410 28 1-3-00 CHC 411 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;~ r-~ i-~ ~--~ Curing: Methods: ASTM C-39 Fracture: Ay_...~ ~...XJ Fl I lB C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: '-T'~. SMH/bg Distribution: Del-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 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: December 16, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: December 3, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 7080704 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 69 PLANT/TRUCK: 7 / 944 CONCRETE TEMP. (°F) (ASTra C-1064): 28 MIX ID NUMBER: 16 TIME BATCHED: 1:42 AIR (%) (ASTM C-23'1): -O- TIME SAMPLED: 3:00 WATER ADDED (gal): -O- WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 4.5 LOCATION OF PLACEMENT: Pier No. 97 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 404 7 12-10-99 96000 3400 3000/28 days CHC 405 28 12-31-99 CHC 406 28 12-31-99 CHC 407 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 TeslJng ASTM C-143, Typesof [~ [~] [~ E~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: ~'"~- SMH/bg Distribution: 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