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SC-Coppell HS-LR000306FUGRO 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, cio Dal - Mac Construction Co. Coppell High School, Multi Purpose Building Coppell, Texas Report Date: March 6, 2000 Project No.: 0791-2208 SAMPLE DATE: February 4, 2000 CONTRACTOR: Cortez TICKET NO.: 98143 AMBIENT TEMP. (°F): 48 CONCRETE TEMP. (°F) (ASTM C-1064): 59 TIME BATCHED: 3:01 TIME SAMPLED: 4:10 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3/756 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 5 Slab, Multi Purpose Building at southeast corner 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 528 7 02/11/00 97000 3430 3000/28 days CHC 529 28 03/03/00 128000 4530 CHC 530 28 03/03/00 126000 4460 CHC 531 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ ~ E] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: David Putman 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, Multi Purpose Building Coppell, Texas Report Date: March 6, 2000 Project No.: 0791-2208 S MPLE DATE: February 4, 2000 CONTRACTOR: Cortez TICKET NO.: 98159 AMBIENT TEMP. (°F): 45 CONCRETE TEMP. (°F) (ASTM C-1064): 53 TIME BATCHED: 4:54 TIME SAMPLED: 5:45 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3/820 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-'143): 4.5 Slab, Multi Purpose Building, 100 feet north, 15 feet west from southeast corner 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 540 7 02/11/00 104000 3680 3000/28 days CHC 541 28 03/03/00 136000 4810 CHC 542 28 03/03/00 134000 4740 CHC 543 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~;1 E~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putman FUGRO SOUTH INC. SMH/rm 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: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Multi Purpose Building Coppell, Texas Report Date: March 6, 2000 Project No.: 0791-2208 SAMPLE DATE: February 4, 2000 CONTRACTOR: Cortez TICKET NO.: 98154 AMBIENT TEMP. (°F): 48 CONCRETE TEMP. (°F) (ASTM C-t064): 55 TIME BATCHED: 4:19 TIME SAMPLED: 5:20 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 5.5 Slab, Multi Purpose Building, 60 feet north, 5 feet west from southeast corner 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 536 7 02/11/00 112000 3960 3000~28 days CHC 537 28 03/03/00 121000 4280 CHC 538 28 03/03/00 123000 4350 CHC 539 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r-r-] [~ r--] Cudng: Methods: ASTM C-39 Fracture: AV~l I/~J VI 1 lB C D REMARKS: Technician: David Putman FUGRO SOUTH INC. SMH/rm 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: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Multi Purpose Building Coppell, Texas Report Date: March 6, 2000 Project No.: 0791-2208 SAMPLE DATE: February 4, 2000 CONTRACTOR: Cortez TICKET NO.: 98151 AMBIENT TEMP. (°F): 47 CONCRETE TEMP. (°F) (ASTM C-1064): 56 TIME BATCHED: 3:58 TIME SAMPLED: 5:00 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3/746 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 6 Slab, Multi Purpose Building, 35 feet north, 35 feet west from southeast corner 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 532 7 02/11/00 105000 3710 3000/28 days CHC 533 28 03/03/00 132000 4670 CHC 534 28 03/03/00 135000 4780 CHC 535 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~[~] ~ E] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putman FUGRO SOUTH INC. SMH/rm 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: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Multi Purpose Building Coppell, Texas Report Date: March 6, 2000 Project No.: 0791-2208 SAMPLE DATE: February 4, 2000 CONTRACTOR: Cortez TICKET NO.: 98166 AMBIENT TEMP. (°F): 50 CONCRETE TEMP. (°F) (ASTM C.1064).' 61 TIME BATCHED: 5:44 TIME SAMPLED: 6:45 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRU CK: 3/1049 MIX ID NUMBER: 16 AIR (%) (ASTM C-23'1): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C.'143): 4.25 Slab, Multi Purpose Building at northeast corner 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 544 7 02/11/00 94000 3330 3000/28 days CHC 545 28 03/03/00 133000 4700 CHC 546 28 03/03/00 131000 4630 CHC 547 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ r'~ curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putman FUGRO SOUTH INC. SMH/rm 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