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SC-Coppell HS-LR000104FUGRO 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: January 4, 2000 PROJECT: Coppell High School, Multi Purpose Building Project NO.: 0791-2208 Coppell, Texas SAMPLE DATE: December 23, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATH ER CON DITION: LOCATION OF PLACEMENT: The Cortez Group 7081399 80 64 11:44 am 12:26 pm Clear CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/757 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASWa C-143): 5 Grade beam high Iow beam between weight room & Multi-Purpose Building 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 448 7 12/30/99 89260 3160 3000/28 days CHC 449 28 01/20/00 CHC 450 28 01/20/00 CHC 451 Hold Fracture mode is (A) unless otherwise no~3tl 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: William Granger 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: January 4, 2000 Project No.: 0791-2208 SAMPLE DATE: December23, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: The Cortez Group 7081410 64 66 12:46 pm 1:25 pm Clear CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/955 MiX ID NUMBER: 16 AIR (%) (ASWa C-23t): WATER ADDED (gal): 0 SLUMP (In.) (AST¥ C.143): 4.5 Multi-Purpose Building, grade beam grid J-1 to J-11 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 aquare inchea TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (pal) CHC 452 7 12/30/99 85200 3010 3000/28 days CHC 453 28 01/20/00 CHC 454 28 01/20/00 CHC 455 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r]-] [-~ r--'] curing: Methods: ASTM C-39 Fracture: Av~ V~I VI UB C D REMARKS: Technician: William Granger 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; _r~_!!as, Texas 7~'~ Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT REVISED CLIENT: PROJECT: Coppell lSD, cio Dal - Mac Construction Co. Coppell High School, Multi Purpose Building, Coppell, Texas Report Date: January 4, 2000 Project No.: 0791-2208 SAMPLE DATE: December 3, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7080704 AMBIENT TEMP. (°F): 69 CONCRETE TEMP. (°F) (ASTM C-1064): 28 TIME BATCHED: 1:42 TIME SAMPLED: 3:00 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Pier No. 97 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 / 944 MIX ID NUMBER: 16 AIR (%) (ASTM C-23t): -0- WATER ADDED (gal): -0- SLUMP (in.) (ASTM C.143): 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 NUM=.,ER (days) TESTED (pounds) (psi) (psi) ...... CHC 404 7 12-10-99 96000 3400 3000/28 days CHC 405 28 12-31-99 117150 4140 CHC 406 28 12-31-99 116200 4110 CHC 407 Hold F,ac~re 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: Revised to clarify location as Multi Purpose Building Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: '--~, ~~-"~ SMH/bg Distribution: 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: .January 4, 2000 Project No.: 0791-2208 SAMPLE DATE: December 2, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7080613 AMBIENT TEMP. (°F): 62 CONCRETE TEMP. (°F) (AST¥ C.1064): 78 TIME BATCHED: 2:42 TIME SAMPLED: 3:30 WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Piers ;~)5 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/959 MIX ID NUMBER: 16 AIR (%) (Aswa c-231): WATER ADDED (gal): 0 SLUMP (in.) (ASwa C-143): 4 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 equare inchee TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (daye) TESTED (pounds) (pal) (Psi) ,, CHC 400 7 12/09/99 90000 3180 3000/28 days CHC 401 28 12/30/99 126910 4490 CHC 402 28 12/30/99 125890 4450 CHC 403 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~;;~ ITl ['~ r-~ Curing: Methods: ASTM C-39 Fracture: AV~I VXJ VI I lB C D REMARKS: Technician: SMH/rm Distribution: Thomas Cranford FUGRO SOUTH INC. Reviewed DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis / Coppetl lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford