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SC-Coppell HS-LR000202FUGRO SOUTH, INC. 2880 Vlrgo Lane; Dallas. Te:.~a-= 75--~9 Ph (972) 4848301; Fax (972) 620-7326 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, do Dal - Mac Construction Co. Report Date: February 2, 2000 PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2206 Coppell, Texas SAMPLE DAT£: January, 4, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.t064): TiME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 3097206 53 66 2:35 3:20 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3/819 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 Clear SLUMP (in.) (ASTM C.143): 5 Grade beam, Line 15 between A & 5 Multi Purpose Building CONCRETE CYLINDER COMPRESSIVE SIr~ENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRE~:~IVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounda) (psi) (psi) CHC 464 7 01/11/00 105000 3710 3000/28 days CHC 465 28 02/01/00 115000 4070 CHC 466 28 02/01/00 118000 4170 CHC 467 Hold Fracture mode is (A) u~_~ otherwise Specifications: Making & ASTM C-31 Tes§ng ASTM C-143, Typesof ~] [~ ~ ~ Curing: Melh--nd-~: ASTM C-39 Fracture: A B C REMARKS: Technician: Greg Forsythe FUGRO SOUTH INC. Reviewed SMH/rm 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. 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 Dui - Mac Construction Co. Report Date: February 2, 2000 Coppell High School, Multi Purpose Building Project NO.: 0791-2208 Coppell, Texas SAMPLE DATE: january 25, 2000 CONTRACTOR: Cortez TICKET NO.: 3098244 AMBIENT TEMP. (°F): 58 CONCRETE TEMP. (°F) (ASTM C.t064): 62 TIME BATCHED: 1:15 TIME SAMPLED: 2:00 WEATHER CONDITION: Sunny/Breezy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3 / 734 MIX ID NUMBER: 38 AIR (%) (ASTM C-231): - WATER ADDED (gal): 15 SLUMP (in.) (ASTM C-'143): 6.0 Paving - Firelane - Sampled at: Approximate Line A-8 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS standard 6" x 12", 28.27 sqUar® IncheS: :' =' TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER Idays) . TESTED (pounds) (psi) (psi) CHC 512 7 02-01-00 79000 2790 3000/28 days CHC 513 28 02-22-00 CHC 514 28 02-22-00 CHC 515 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: Mike Flute FUGRO SOUTH INC. SMH/bg Distribution: Reviewed By: Dui-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: February 2, 2000 Coppell High School, Multi Purpose Building Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: January 25, 2000 CONTRACTOR: Cortez TICKET NO.: 3098233 AMBIENT TEMP. (°F): 58 CONCRETE TEMP. (°F) (ASTM C-1064): 56 TIME BATCHED: 11:52 TIME SAMPLED: 12:25 WEATHER CONDITION: Sunny/Breezy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3 / 735 MIX ID NUMBER: 38 AIR (%) (ASTM C-231): 6 WATER ADDED (gal): - SLUMP (in.) (ASTM C-143): 5-3~4 Pavement - Firelane - Sampled at: Middle of radius from north/south to east/west 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 508 7 02-01-00 96000 3400 ..3000/28 days CHC 509 28 02-22-00 CHC 510 28 02-22-00 CHC 511 Hold Fracture mode 'is (A) Unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~] ~] ~ r'-'] 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. .'mo 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: February 2, 2000 Project No.: 0791-2208 SAMPLE DATE: January 25, 2000 CONTRACTOR: Cortez TICKET NO.: 7082720 AMBIENT TEMP. (°F): 48 CONCRETE TEMP. (°F) (ASTM C-1064): 60 TIME BATCHED: 10:49 TIME SAMPLED: 11:25 WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 / 757 MIX ID NUMBER: 38 AIR (%) (ASTM C-231): 6 WATER ADDED (gal): - SLUMP (in.) (ASTra C-143): 5.5 Paving - Firelane - Samped at: Adjacent to approximate Line L-1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches i TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 504 7 02-01-00 101000 3570 3000~28 days CHC 505 28 02-22-00 CHC 506 28 02-22-00 CHC 507 Hold Fracture mode is (A) unless Otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~] [~ [~ r-] cudng: 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