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SC-Coppell HS-LR000525FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; F~x (972) 62O-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 25, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: April 26, 2000 CONTRACTOR: Cortez Group TICKET NO.: 7086229 AMBIENT TEMP. (°F): 88 CONCRETE TEMP. (°F) (ASTM C-10S4): 90 TIME BATCHED: 12:45 TIME SAMPLED: 1:20 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/976 MIX ID NUMBER: 42 AIR (%) (ASTM C.231): WATER ADDED (gal): 10 SLUMP (in.) (AST~ C.143): 4 3/4 Raker Beams, Sampled @ B-1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TEsTs Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYMNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 980 6 05/02/00 97000 3430 4000/28 days CHC 981 7 05/03/00 100000 3540 CHC 982 14 05/10/00 118200 4180 CHC 983 28 05/24/00 129300 4570 CHC 984 28 05/24/00 126000 4460 CHC 985 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ ~1 Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/bg Distribution: Mike Flute 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 Vl~go 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: May 25, 2000 PROJECT: Coppell HiGh School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: April 26, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 7086235 89 91 1:24 2:35 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/947 MIX ID NUMBER: 42 AIR (%) (ASTM C-231): WATER ADDED (gal): 15 SLUMP (in.) (ASTM C-14~): 4.50 Raker Beams, Sampled @ C-3 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) (p~i) (p~i) CHC 986 6 05/02/00 85000 3010 4000/28 days CHC 987 7 05/03/00 91000 3220 CHC 988 14 05/10/00 104100 3680 CHC 989 28 05/24/00 116100 4110 CHC 990 28 05/24/00 114600 4050 CHC 991 Hold Fracture mode is (A) unless o~en~vise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°I [~] [~ [~] E~] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/bg Distribution: Mike Flute FUGRO SOUTH INC,_._. Reviewed By: ,~ DaI-Mac Construction - Damon Norman City of Coppetl - 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. ?.MO Vtrgo line; Oillu, Tex~ 75229 Ph (972) 4848301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 25, 2000 PROJECT: Coppell High School, Stadium Expansion Project NO.: 0791-2208 Coppell, Texas SAMPLE DATE: April 26, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 7086247 89 93 3:20 4:15 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/1039 MIX ID NUMBER: 42 AIR (%) (ASTM C-231): WATER ADDED (gal): 10 SLUMP (in.) (ASTM C.143): 5 Raker Beams, Sampled @ D-4.5 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 992 6 05/02/00 90000 3180 4000/28 days CHC 993 7 05103/00 95000 3360 CHC 994 14 05/10/00 112300 3970 CHC 995 28 05/24~00 117400 4150 CHC 996 28 05/24/00 115800 4100 CHC 997 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~ [~ ~ 0 Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/bg Distribution: Mike Flute 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