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SC-Coppell HS-LR000508FUGRO SOUTH, INC. 2~0 Virgo Lane; 0-~!!~-~, Te~=-~ 7-~--'y~ Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: May 8, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: April 10, 2000 CONTRACTOR: TICKET NO.: 7085518 AMBIENT TEMP. (°F): 68 CONCRETE TEMP. (°F) (ASTM C-'1064): 71 TIME BATCHED: 2:37 pm TIME SAMPLED: 3:15 pm WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / The Cortez Group CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/956 MIX ID NUMBER: 42 AIR (%) (ASTM C-23'1): WATER ADDED (gal): 0 5.50 Cloudy/windy SLUMP (in.) (ASTM C-143): Beam intermediate 2nd lift 6+0 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 902 4 04/14/00 92000 3250 4000/28 days CHC 903 7 04/17/00 96000 3400 CHC 904 28 05/08/00 · 129900 4590 CHC 905 28 05/08/00 131200 4640 CHC 906 Hold CHC 907 Hold Fracture mode is (A) unless otherwise notecl Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ ~ [~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Yancey Bivings FUGRO SOUTH INC. Reviewed By: '-'~- DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone 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; Da#as, Texas 75229 Ph (972) 484-8301; F~x (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: May 8, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: April 10, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / The Cortez Group 7085511 65 63 12:56 pm 1:40 pm Cloudy/windy CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C-231): WATER ADDED (gal): SLUMP (in.) (ASTM C-143) Columns, 2"" lift D/4 Lattimore 7/956 42 10 7.50 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 898 7 04/17/00 93000 3290 4000/28 days CHC 899 28 05/08/00 116800 4130 CHC 900 28 05/08/00 117300 4150 CHC 901 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Yancey Bivings FUGRO SOUTH INC. Reviewed By: "~ ~"~, -~'~..--'~ . DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone 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; Da!!~_~, T~:~_~ 75_'~9 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 8, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell. Texas SAMPLE DATE: April 10, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.'1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / The Cortez Group 7085525 70 71 3:50 pm 4:55 pm Cloudy/windy CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (Aswa c.231): WATER ADDED (gal): SLUMP (in.) (ASTM C-143): Beam 2~d lift intermediate 6+19 Lattimore 7/761 42 0 4.50 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 908 4 04/14/00 91000 3220 4000/28 days CHC 909 7 04/17/00 98000 3470 CHC 910 28 05/08/00 128000 4530 CHC 911 28 05/08/00 130000 4600 CHC 912 Hold CHC 913 Hold F~cf_ure mode is (A) unless otherwise noted' Specifications: Making & ASTM C-31 Testing ASTM C'1a'3' Types°f ~] [~ [~ C] Curing: Methods: ASTM C-39 Fracture: A B C O REMARKS: Technician: SMH/rm Distribution: Yancey Bivings FUGRO SOUTH INC. Reviewed By:~ DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford