Loading...
SC-Coppell HS-LR000107FUGRO 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 7, 2000 PROJECT: Coppell High School, MulU Purpose Building Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: December30, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7081660 AMBIENT TEMP. (°F): 66 CONCRETE TEMP. (°F) (ASTM C-1064): 70 TIME BATCHED: 2:30 TIME SAMPLED: 3:00 WEATHER CON DITION: Warm LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/1039 MIX ID NUMBER: 16 · AIR (%) (AST¥ C.231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-t43): 5 Grade beam: Grade Line A-12 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 460 7 01/06/00 85070 3010 3000/28 days CHC 461 28 01/27/00 CHC 462 28 01/27/00 CHC 463 Hold Fracture mode is (A) Unless otherwise noted Sl~ecifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~q ~ [~ Curing: Methods: ASTM C-39 Fracture: , A B C D REMARKS: Technician: Thomas Cranford 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: Coppell lSD, c/o Dai - Mac Construction Co. Report Date: January 7, 2000 PROJECT: Coppell High School, Multi Purpose Building Project NO.: 0791-2208 Coppell, Texas SAMPLE DATE: December 30, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7081640 AMBIENT TEMP. (°F): 62 CONCRETE TEMP. (°F) (ASTM C.1064): 79 TIME BATCHED: 12:13 TIME SAMPLED: 1:00 WEATHER CONDITION: Warm LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/959 MIX ID NUMBER: 16 AIR (%) (ASTM C-23t): WATER ADDED (gal): 0 SLUMP (in.) (ASTU C-143): 4 1/4 Grade beam: Grade beam Line A-4 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) (psi) CHC 456 ' 7 01/06/00 98280 3480 3000128 days CHC 457 28 01/27/00 CHC 458 28 01/27/00 CHC 459 Hold Fracture ~T.;~e is (A) unl~ otherwise no~ Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof B [~ [~1F"j Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford 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: January 7, 2000 Project No.: 0791-2208 SAMPLE DATE: December 8, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7080802 AMBIENT TEMP. (°F): 59 CONCRETE TEMP. (°F) (ASTM C-1064): 68 TIME BATCHED: 8:30 TIME SAMPLED: 9:20 WEATHER CONDITION: Cool LOCATION OF PLACEMENT: Pier No. 19 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 / 1082 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 4-3~4 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 416 7 12-15-99 89000 3150 3000/28 days CHC 417 28 1-5-00 130910 4630 CHC 418 28 1-5-00 128170 4530 CHC 419 Hold Fracture mode is (A) unless ol~erwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r[~l r-~--i r-~ r.--] curing: Methods: ASTM C-39 Fracture: AV~l V'd VI I lB C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: ~ ,~ ~ DaI-Mac Construction - Dam/on 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 7, 2000 Project No.: 0791-2208 SAMPLE DATE: December 8, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 7080819 62 77 11:32 12:25 Cool Pier Caps: L-15 CONCRETE SUPPLIER: Lattimore ' PLANT/TRUCK: 7 / 959 MIX ID NUMBER: 16 AIR (%) (ASTM C-23t): -0- WATER ADDED (gal): -0- SLUMP (in.) {ASTM C-~4.3): 4.0 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (da~/s) TESTED (pounds) (psi) (psi) CHC 420 7 12-15-99 90000 3180 3000/28 days CHC 421 28 1-5-00 109900 3890 CHC 422 28 1-5-00 113770 4020 CHC 423 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: SMH/rm Distribution: Thomas Cranford 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. IRa 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, High School Expansion Coppell, Texas Report Date: January 7, 2000 Project No.: 0791-2208 SAMPLE DATE: December 8, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: DaI-Mac 7080824 64 67 12:24 1:30 Partly Cloudy Slab: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 / 1039 MIX ID NUMBER: (16) AIR (%) (ASTM C-231): N/A WATER ADDED (gal): -0- SLUMP (in.) (ASTM C-143): 5.0 Section "E" - Slab in front of doorway CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE I SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTHI STRENGTH NUMBER . (days) .TESTED (pounds) (psi) (psi) CHC 424 7 12-15-99 78000 2760 3000/28 days CHC 425 28 1-5-00 111590 3950 CHC 426 28 1-5-00 112900 3990 CHC 427 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1 r~ r~ r--~ Cudng: Methods: ASTM C-39 Fracture: AI(..~ Y~ VI I lB C D REMARKS: Technician: SMH/rm Distribution: Pompey McGee 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