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SC-Coppell HS-LR 991220FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (9?2) 4848301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 20, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 19, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3095239 CONCRETE SUPPLIER: Lattimore Materials AMBIENT TEMP. (°F): 70 PLANTrrRucK: 3/834 CONCRETE TEMP. (°F) (ASTM C.1064): 68 MIX ID NUMBER: 42 TIME BATCHED: 3:13 AIR (%) (ASWa C-251): TIME SAMPLED: 3:45 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASWa C-143): 5 LOCATION OF PLACEMENT: Slab on deck on Building B on grid lines B5.5 and BF 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 380 7 11/26/99 80000 2830 3000/28 days CHC 381 28 12/17/99 104000 3680 CHC 382 28 12/17~99 102000 3610 CHC 383 Hold Fracture mode is (A) unless othem/ise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~]~ ~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Frank Daniel FUGRO SOUTH INC. Reviewed By: '-~- ~ ~,~'~,'--.---- SMH/rm Distribution: DaI-Mac Construction - Damo/n 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: December 20, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 19, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3095248 CONCRETE SUPPLIER: Lattimore Materials AMBIENT TEMP. (°F): 70 PLANT/TRUCK: 3~968 CONCRETE TEMP. (°F) (ASTM C-1064): 65 MIX ID NUMBER: 42 TIME BATCHED: 4:07 AIR (%) (ASTM C-231): TIME SAMPLED: 4:45 WATER ADDED (gal): 8 WEATHER CONDITION: Clear SLUMP (in.) (ASWa C-143): 8 LOCATION OF PLACEMENT: Slab on deck on Building B on grid lines BH and B2 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYMNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 384 7 11/26/99 81000 2870 3000~28 days CHC 385 28 12/17/99 102000 3610 CHC 386 28 12/17/99 100000 3540 CHC 387 Hold Fracture mode is (A) unless otherwise noted SpecificaUons: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~ E~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Frank Daniel FUGRO SOUTH INC. Reviewed By: SMH/rm Distribution: 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: Coppell lSD. c/o Dal - Mac Construction Co. Report Date: December 20, 1999 PROJECT: Coppell High School, Coppell. Texas Project No.: 0791-2208 SAMPLE DATE: November 19, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3095253 CONCRETE SUPPLIER: Lattimore Materials AMBIENT TEMP. (°F): 71 PLANT/TRUCK: 3/761 CONCRETE TEMP. (°F) (ASTM C-1064): 69 MIX ID NUMBER: 42 TIME BATCHED: 4:46 AIR (%) (ASTM C-231): TiME SAMPLED: 5:30 WATER ADDED (gal): 5 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C.143): 5 LOCATION OF PLACEMENT: Slab on deck on Building B on grid lines BK and B1.5 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 388 7 11/26/99 97000 3430 3000/28 days CHC 389 28 12/17199 108000 3820 CHC 390 28 12/17199 112000 3960 CHC 391 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: Frank Daniel 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) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 20, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 18, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 6111767 CONCRETE SUPPLIER: .-.Lattimore AMBIENT TEMP. (°F): 77 PLANT/TRUCK: 6 / 976 CONCRETE TEMP. (°F) (ASTU C.10S4): 79 MIX ID NUMBER: 38 TIME BATCHED: 9:43 AIR (%) (ASTM C-231): 4.8 TIME SAMPLED: 10:25 WATER ADDED (gal): 40 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: Parking Lot - Parking Area 20 feet southeast off of southeast corner of Band Hall 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 372 7 11-25-99 80000 2830 3000/28 days CH(:: 373 28 12-16-99 98000 3470 CHC 374 28 12-16-99 96000 3400 CHC 375 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: Greg Forsythe FUGRO SOUTH INC. Reviewed By: "~~ ~,~' ~.. SMH/rm Distribution: 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) §20-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 20, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 18, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 6111783 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 82 PLANT/TRUCK: 6 / 980 CONCRETE TEMP. (°F) (AST~ C-lOS4): 80 MIX ID NUMBER: 38 TIME BATCHED: 11:07 AIR (%) (AST¥ C-251): 5.0 TIME SAMPLED: 12:10 WATER ADDED (gal): WEATHER CONDITION: Clear SLUMP (in.) (AS?M C-143): 3.5 LOCATION OF PLACEMENT: Parking Lot - 5 feet east off stairs on east side of Band Hall 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 376 7 11-25-99 90000 3180 3000/28 days CHC 377 28 12-16-99 112000 3960 CHC 378 28 12-16-99 114000 4030 CHC 379 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: Greg Forsythe FUGRO SOUTH INC. Reviewed By: ~ ~.~.~ SMH/rm Distribution: Dal-Mac Construction - Damon Norman City of Goppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - .left Williford FUGRO SOUTH, INC. N 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD. cJo Dal - Mac C0~struction Co. Report Date: December 20, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 19, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3095254 CONCRETE SUPPLIER: Lattimore Materials AMBIENT TEMP. (°F): 72 PLANT/TRUCK: 3/821 CONCRETE TEMP. (°F) (ASTM C-1064): 66 MIX ID NUMBER: 42 TIME BATCHED: 5:05 AIR (%) (ASTM C-231): TIME SAMPLED: 6:00 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 4 3/4 LOCATION OF PLACEMENT: Slab on deck on Building B on grid lines B4.5 and BP 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 392 7 11/26/99 89000 3150 3000/28 days CHC 393 28 12/17/99 103000 3640 CHC 394 28 12/17/99 105000 3710 CHC 395 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: Frank Daniel 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