Loading...
SC-Coppell HS-LR000310FUGRO 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 10, 2000 Project No.: 0791-2208 SAMPLE DATE: March 3, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 7084155 56 65 1:38 3:00 Partly Cloudy CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 / 959 MIX ID NUMBER: 42 AIR (%) (ASTM C-23t): WATER ADDED (gal): SLUMP (in.) (ASTM C-143): 5 Exterio¢ Wall - From A.5 (-) 5 to C.2 - Sampled at G-1 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 704 7 3-10-00 124000 4390 4000/28 days CHC 705 28 3-31-00 CHC 706 28 3-31-00 CHC 707 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~] ~ ~--~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute 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. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 10, 2000 Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: March 3, 2000 CONTRACTOR: Cortez Group TICKET NO.: 7084161 AMBIENT TEMP. (°F): 52 CONCRETE TEMP. (°F) (ASTM C-1064): 68 TIME BATCHED: 4:05 TIME SAMPLED: 5:00 WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 / 956 MIX ID NUMBER: 38 AIR (%) (ASTM C-231) .' WATER ADDED (gal): 5 SLUMP (in.) (ASTM C-'143) '. 5-3/4 Grade Beam - Sampled at: C-11 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 708 7 3-10-00 99000 3500 3000/28 days CHC 709 28 3-31-00 CHC 710 28 3-31-00 CHC 711 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute SMH/bg 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) 620-73~, COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 10, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: February 10, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-t064): TIME BATCHED: TIME SAMPLED: ' WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Cortez Group 3O99129 80.2 70.7 1:25 pm 2:20 pm P/C Windy Piers: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3/964 MIX ID NUMBER: 16 AIR (%) (ASTM C-23'1): 2 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-'143): 5 A.4/17.3, 0.5/3, B/2 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 604 7 02/17/00 83000 2940 3000/28 days CHC 605 28 03/09/00 105000 3710 CHC 606 28 03/09/00 107000 3790 CHC 607 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r;~l r-1--~ ~--~ [---] Curing: Methods: ASTM C-39 Fracture: AE..~ V',~ VI l lB C D REMARKS: Technician: Phillip Forrest SMH/bg Distribution: FUGRO SOUTH INC. Reviewed By:~-----~-j~''''''~ 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 10, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: February 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 / Cortez Group 7083345 66.5 65.1 9:05 am 10:10 am P/C & Windy Piers: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/956 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): 2 WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-t43): 4 AB/4.9, AB/4.2, 0.5/6.5, AB/9.2, A.3/6.5 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 600 7 02/17/00 79000 2790 3000/28 days CHC 601 28 03/09/00 113000 4000 CHC 602 28 03/09/00 110000 3890 CHC 603 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~ ~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/bg Distribution: Phillips 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 EImore JRJ Paving - Jeff Williford