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SC-Coppell HS-LR000214FUGRO SOUTH, INC. 2880 Virgo Lane; Da!!-_s. Te~-__· 7~_79 Ph (972)484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppetl lSD, c/o Dal - Mac Construction Co. Report Date: February 14, 2000 Coppell High School, Multi Purpose Building Project No.: 0791-2208 Coppeli, Texas 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: LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore pLANT/TRUCK: 3/746 MIX ID NUMBER: 16 AIR (%) (ASTM C.23t): WATER ADOED (gal): 0 Partly cloudy SLUMP (in.) (ASTM C-143): 6 Slab, Multi Purpose Building, 35 feet north, 35 feet west from southeast corner CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Stand~_rd 6" x t2", 28.27 square inches TOTAL COMPRESSIVE SPECI~i~'~ COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH Nk;;~.ER (days) TESTED (pounds) (psi) (psi) CHC 532 7 02/11/00 105000 3710 3000/28 days CHC 533 28 03/03/00 CHC 534 28 03~03~00 CHC 535 Hold Fracture ,, ,T.-=-~ _ is (A) ~:~ oth~,-~,~ ~;~,' ' Speciflcat~ms: Making & ASTM C-31 Testing ASTM C-143, Typesof fi [~ [~ [--] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putman FUGRO SOUTH INC. Reviewed By: ~ SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppetl - 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, Tex~_~ 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 14, 2000 Coppell High School, Multi Purpose Building Project No.: 0791-2208 Coppell, Texas SAMPLE 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: LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 31820 MIX ID NUMBER: 16 AIR (%) (ASTM C-23t): WATER ADDED (gal): 0 Partly cloudy SLUMP (in.) (ASTM C-'143): 4.5 Slab, Multi Purpose Building, 100 feet north, 15 feet west from southeast comer CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Star~d~rd 6" x 12", 28.27 square inches ... TOTAL COMPRESSIVE SPEClRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NC;,~,ER (days) TESTED (pounds) (psi) (pal) _ CHC 540 7 02/11/00 104000 3680 30,00/28 days CHC 541 28 03/03/00 CHC 542 28 03/03/00 CHC 543 Hold Fracture ,,-.3~e Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of Curing: Methods: ASTM C-39 Fracture: A B C D .... REMARKS: Technician: David Putman FUGRO SOUTH INC. Reviewed By: ~ 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. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 4848301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: coppe, lSD, c/o Dal - Mac Construction Co. Report Date: February 14, 2000 PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208 Coppelt, Texas 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/TRUCK: 3/1049 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-~43): 4.25 Slab, Multi Purpose Building at northeast comer CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28~7 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRES~e4VE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED , (pounds) (psi) (p~i) CHC 544 7 02/11/00 94000 3330 3000/28 days .. CHC 545 28 03/03/00 .., CHC 546 28 03~03~00 CHC 547 Hold Fracture mode'is iA) unless othmwise noted Specifications: Making & ASTM C-31 T--ting ASTM C'143, Typasof [~ [~ [~1 ['"] Curing: MeflNods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putman SMH/rm Distribution: FUGRO SOUTH INC. Reviewed By:~ Dal-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. Jo Dal - Mac Construction Co. Coppell High School, Multi Purpose Building Coppell, Texas Report Date: February 14, 2000 Project No.: 0791-2208 SAMPLE DATE: February 4, 2000 CONTRACTOR: Cortez TICKET NO.: 98154 AMBIENT TEMP. (°F): 48 CONCRETE TEMP. (°F) (ASTM C-1064): 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-~43): 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 3.0,00/28 days CHC 537 28 03/03/00 CHC 538 28 03/03/00 CHC 539 Hold Fracture mode is (A) unless 0themdse noted Specifications: Making & ASTM C-31 TesUng ASTM C-143, Typesof r~ m r-/i r"l Curing: Methods: ASTM C-39 Fracture: AV~ Y~ VI LJB 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 75~_2~9 Ph (972) 484-8301; Fax (972) 620.7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: February 14, 2000 Coppeli High School, Multi Purpose Building Project No.: 0791-2208 Coppell, Texas SAMPLE DA1 ~.: February 4, 20'00 CONTRACTOR: Cortez TICKET NO.: 98143 AMBIENT TEMP. (°F): 48 CONCRETE TEMP. (°F) (ASTM C.t064): 59 TIME BATCHED: 3:01 TIME SAMPLED: 4:10 WEATHER CONDITION: LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore pLANT/TRUCK: 3/756 MIX ID NUMBER: 16 AIR (%) (ASTM C-23t): WATER ADDED (gal): 0 5 Partly cloudy SLUMP (in.) (ASTM C.t43): Slab, Multi Purpose Building at southeast corner CONCRETE CYLINDER COMPRESSIVE STRENGTH ~STS Standard 6" x t2", 28.27 square Inches ..... TOTAL COMPRESSIVE SPEC~-i~-D COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) ~ESTED (pounds) (psi) (pal) CHC 528 7 02/11/00 97000 3430 3000/28 days CHC 529 28 03/03/00 · CHC 530 28 03/03/00 CHC 531 Hold Fracture mode is (A) unless o~erwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Type$of ~] [~ ~ ~ Curing: Methods: ASTM C-39 Fracture: , A B C D REMARKS: Technician: David Putman FUGRO SOUTH INC. Reviewed By: ~ SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppeli - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford