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SC-Coppell HS-LR 991130FUGRO SOUTH, INC. i,~-~~ 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: November 30, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: November 19, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3095271 CONCRETE SUPPLIER: Lattimore Materials AMBIENT TEMP. (°F): 77 PLANT/TRUCK: 3/1046 CONCRETE TEMP. (°F) (ASTM C.1064): 70 MIX ID NUMBER: 42 TIME BATCHED: 7:52 AIR (%) (ASTM C-231): TIME SAMPLED: 8:30 WATER ADDED (gal): 7 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 1/4 LOCATION OF PLACEMENT: Slab on raised deck on Building B on grid lines B2.5 and BR 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 396 7 11/26/99 78000 2760 3000/28 days CHC 397 28 12/17/99 CHC 398 28 12/17/99 CHC 399 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 7'5229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: November 30, 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 CHC 394 28 12/17/99 CHC 395 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f B [~ [~] D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Frank Daniel FUGRO SOUTH INC. Reviewed By: ~ / ----- SMH/rrn 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: November 30, 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 CYLINDER 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 12/17/99 CHC 390 28 12/17/99 CHC 391 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM Co31 Testing ASTM C-143, Typesof ~] ~] ~ D 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 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: November 30, 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.) (ASTM C-143): 8 LOCATION OF PLACEMENT: Slab on deck on Building B on grid lines BH and B2 CONCRETE CYL. INDER 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) C HC 384 7 11/26/99 81000 2870 3000/28 days CHC 385 28 12/17/99 CHC 386 28 12/17/99 CHC 387 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: 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 -r~,=..,~ 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: November 30, 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 PLANT/TRUCK: 3~834 CONCRETE TEMP. (°F) (ASTM C.1064).' 68 MIX ID NUMBER: 42 TIME BATCHED: 3:13 AIR (%) (ASTM C-231): TIME SAMPLED: 3:45 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM 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 CHC 382 28 12/17/99 CHC 383 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ 0 Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Frank Daniel FUGRO SOUTH INC. Reviewed By: r / 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. l 2880 Vireo lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dat- Mac Construction Co. Report Date: November 30, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 29, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 14112477 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 65.1 PLANT/TRUCK: 14/815 CONCRETE TEMP. (°F) (ASTM C-1064): 70.1 MIX ID NUMBER: 16 TIME BATCHED: 3:35 AIR (%) (ASTM C-231): 5 TIME SAMPLED: 4:15 WATER ADDED (gal): 10 WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C.143): 4.5 LOCATION OF PLACEMENT: Between C.10 and F1 on Line FC on Building F 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 313 7 11/15/99 91000 3220 3000/28 days C HC 314 28 11/26/99 119000 4210 CHC 315 28 11/26/99 117000 4140 CHC 316 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: Julio Perez FUGRO SOUTH INC. Reviewed By: ,'~ l SMH/rm Distribution: DaI-Mac Construction - Dam(~n Norman City of Coppell - Lar~ 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. Jo Dal - Mac Construction Co. Report Date: November 30, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 29, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 14112480 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 65.1 PLANT/TRUCK: 14/984 CONCRETE TEMP. (°F) (ASTM C-10$4): 70.1 MIX ID NUMBER: 16 TIME BATCHED: 3:58 AIR (%) (ASTM C-23'1); 5.0 TIME SAMPLED: 5:10 WATER ADDED (gal): 0 WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C.143): 4.5 LOCATION OF PLACEMENT: F3 on Line GK on Building F 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 317 7 11/05/99 69000 2440 3000/28 days CHC 318 28 11/26/99 118000 4170 CHC 319 28 11/26/99 121000 4280 CHC 320 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: Julio Perez 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 _~-'~0~0 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: November 30, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 I SAMPLE DATE: October 29, 1999 I CONTRACTOR: The Cortez Group TICKET NO.: 14112485 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 70.1 PLANT/TRUCK: 14/772 CONCRETE TEMP. (°F) (ASTM C-1064): 67.1 MIX ID NUMBER: 16 TIME BATCHED: 4:45 AIR (%) (ASTM C-231) .' 5.3 TIME SAMPLED: 5:50 WATER ADDED (gal): 10 WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: F1 on Line FA on Building F 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 321 7 11/05/99 99000 3500 3000/28 days CHC 322 28 11/26/99 122000 4320 CHC 323 28 11/26/99 124000 4390 CHC 324 Hold Fracture mode is (A) unless othen~ise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~] ~ ~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. ! Reviewed By:~'" j' -------- 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: November 30, 1999 PROJECT: Coppeil High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 29, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 14112486 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 68.1 PLANT/TRUCK: 14/744 CONCRETE TEMP. (°F) (ASTM C-1064): 60.1 MIX ID NUMBER: 16 TIME BATCHED: 5:40 AIR (%) (ASTM C-231): 5 TIME SAMPLED: 6:20 WATER ADDED (gal): 10 WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143) .' 5.5 LOCATION OF PLACEMENT: F7 on Line GG on Building F 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 325 7 11/05/99 100000 3540 3000/28 days CHC 326 28 11/26/99 116000 4100 CHC 327 28 11/26/99 114000 4030 CHC 328 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: Julio Perez 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: November 30, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 29, 1999 CONTRACTOR: The Cortez Group, Inc. TICKET NO.: 14112513 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 70.1 PLANT/TRUCK: 14/772 CONCRETE TEMP. (°F) (ASTM C-1064): 70.1 MIX ID NUMBER: 16 TIME BATCHED: 7:00 AIR (%) (ASTM C-231): 5.7 TIME SAMPLED: 8:15 WATER ADDED (gal): 10 WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-'143): 5.5 LOCATION OF PLACEMENT: F5 on Line GJ on Building F 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 329 7 11/05/99 90000 3180 3000/28 days CHC 330 28 11/26/99 114000 4030 CHC 331 28 11/26/99 116000 4100 CHC 332 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Tyl~esof ~ [~ ~ [--1 Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: -- ~r SMH/rm Distribution: OaI-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: November 30, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 SAMPLE DATE: October 29, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 14112614 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 73.1 PLANT/TRUCK: 141974 CONCRETE TEMP. (°F) (ASTM C-1064): 70.1 MIX ID NUMBER: 16 TIME BATCHED: 1:30 AIR (%) (ASTM C-231): 5 TIME SAMPLED: 2:45 WATER ADDED (gal): 10 WEATHER CONDITION: C/oudy SLUMP (irl.) (ASTM C-143): 4.5 LOCATION OF PLACEMENT: Between Cl and C2 on Line DB at Area Cl 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 333 7 11/05199 86000 3040 3000128 days CHC 334 28 11/26199 121000 4280 CHC 335 28 11/26/99 119000 4210 CHC 336 Hold Fracture mode Js (Al unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ E~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Julio Perez 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