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SC-Coppell HS-LR000307FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 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: March 7, 2000 Project No.: 0791-2208 SAMPLE DATE: February 4, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-'1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Cortez Group CONCRETE SUPPLIER: Lattimore 48.4 PLANT/TRUCK: 7/958 54.7 MIX ID NUMBER: 16 9:20 am AIR (%) (ASTM C-231): 3.0 10:10 am WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 5 Piers: AC/249, D/2, bottom % D/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) (psi) (psi) CHC 548 7 02/11/99 100000 3540 3000/28 days CHC 549 28 03/03/00 113000 4000 CHC 550 28 03/03/00 115000 4070 CHC 551 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: Phillip Forrest 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 FUGRO SOUTH, INC. 'O 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: March 7, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: February 7, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac - Cortez Group 3098746 CONCRETE SUPPLIER: Lattimore 57.2 PLANT/TRUCK: 3/820 . 55.2 MIX ID NUMBER: 16 9:08 am AIR (%) (ASTM C-231): 3 1/4 9:50 am WATER ADDED (gal): 0 Partly cloudy SLUMP (in.) (ASTM C-143): 7.50 Pier C/2 - bottom 2/3 of 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) (psi) (psi) CHC 552 7 02/14/00 98000 3470 3000/28 days CHC 553 28 03/06/00 122000 4320 CHC 554 28 03/06/00 120000 4250 CHC 555 Hold Fracture mode is (A) unJess otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~1 ['"'] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest SMH/rm Distribution: 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 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: March 7, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: February 7, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac - Cortez Group 7083162 CONCRETE SUPPLIER: Lattimore 56.8 PLANT/TRUCK: 7/956 59.4 MIX ID NUMBER: 16 11:26 am AIR (%) (ASTM C-231): 3 114 12:05 pm WATER ADDED (gal): 0 Cloudy SLUMP (in.) (ASTM C-143): 8 1/4 Top 2/3 of pier C/19.5 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 556 7 02/14/00 56000 1980 3000/28 days CHC 557 28 03/06/00 117000 4140 CHC 558 28 03/06/00 119000 4210 CHC 559 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ D Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest SMH/rm Distribution: 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 FUGRO SOUTH, INC. 2880 virgo Lane; Dallas, Texas 75229 Ph (972) 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: March 7, 2000 Project No.: 0791-2208 SAMPLE DATE: February 15, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac - Cortez Group 7083176 65.3 62.7 1:46 pm 2:55 pm Pier: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/959 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): 3 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 4 C/17, bottom 1/4 - B/5.5 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 560 7 02/14/00 105000 3710 3000/28 days CHC 561 28 03/06/00 132000 4670 CHC 562 28 03/06/00 130000 4600 CHC 563 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~ [~ [~1 ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest SMH/rm Distribution: 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 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: March 7, 2000 Project No.: 0791-2208 SAMPLE DATE: February 7, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-t064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: 60.5 63.08 3:27 pm 4:32 pm Clear Dal Mac - Cortez Group 3098805 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3/1049 MIX ID NUMBER: 16 AIR (%) (ASTM C-23'1): 3 WATER ADDED (gal): 5 SLUMP (in.) (ASTM C-143): 3 3/4 Pier 0.5/5.5 middle 2/3 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) (psi) (psi) CHC 564 7 02/14/00 118000 4170 3000/28 days CHC 565 28 03/06/00 139000 4920 CHC 566 28 03/06/00 142000 5020 CHC 567 Hold Fracture mode is (A) unless otherWise noted Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~] ~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Phillip Forrest 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