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SC-Coppell HS-LR000407
FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (97'2) 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: Apri~ 7, 2000 Project No.: 0791-2208 SAMPLE DATE: March 30, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASWa C.10~4): TIME BATCHED: TIME SAMPLED: ' WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group Inc. 7085051 52 78 9:52 11:05 Overcast CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (AsWa c.23t): WATER ADDED (gal): SLUMP (in.) (ASTM C.t43): Slab (foundation) Grid A.2 Lattimore 7/1040 16 15 4-1/4 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 , ,(P°Unds) (psi) , , (psi) CHC 784 7 4-6-00 96000 3400 .. 3000/28 days CHC 785 28 4-27-00 CHC 786 2,8 4-27-00 .., CHC 787 Hold Fracture mode is (A) unless oltmrwise nOted' Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. SMH/bg Distribution: 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 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: April 7, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppeil, Texas SAMPLE DATE: March 9, 2000 CONTRACTOR: Cortez Group TICKET NO.: 7084376 AMBIENT TEMP. (°F): 76 CONCRETE TEMP. (°F) (ASTM C.10S4): 81 TIME BATCHED: 2:11 TIME SAMPLED: 3:20 WEATHER CONDITION: Warm LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/947 MIX ID NUMBER: 42 AIR (%) (ASTM C.251): 4.8 WATER ADDED (gal): 30 SLUMP (in.) (ASTM C-143): 4 3/4 Grade beam, grid line G-13 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUM._R;_R (days) TESTED (pounds) (pal) (psi) CHC 720 7 03/16/00 91000 3220 4000/28 days, CHC 721 28 04/06/00 119000 4210 CHC 722 28 04/06/00 117000 4140 CHC 723 Hold Fracture mode Is (A) un~es~ o~e~tse ~ Specifications: Making & ASTM C-31 Tasting ASTM 0'143, Typas°f I~ [~ ]~;I D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: ~ DaI-Mac Construction - Damon ~i~u'rnan City of Coppell - Larry Davis J Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford