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SC-Coppell HS-LR 991014FUGRO 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: October 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 14, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 7077054 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 84 PLANT/TRUCK: 7/938 CONCRETE TEMP. (°F) (ASTM C.1064): 87 MIX ID NUMBER: 16 TIME BATCHED: 1:25 AIR (%) (ASTM C-231): TIME SAMPLED: 2:15 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 4 LOCATION OF PLACEMENT: Grade beam, Area B BQ-B5 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 125 7 09/21/99 67000 2370 3000/28 days CHC 126 28 10/12/99 90000 3180 CHC 127 28 10/12/99 92000 3250 CHC 128 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: Thomas Cranford 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 Del - Mac Construction Co. REPORT DATE: October 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 14, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7077074 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 86 PLANT/TRUCK: 7/785 CONCRETE TEMP. (°F) (ASTM C-10S4): 88 MIX ID NUMBER: 16 TIME BATCHED: 4:30 AIR (%) (ASTM C-231); TIME SAMPLED: 5:35 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Piers: Pier #112 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH S-TRENGTH NUMBER (days) TESTED (pounds) (psi) (pal) CHC 129 7 09/21/99 89000 3150 3000/28 days CHC 130 28 10/12/99 113000 4000 CHC 131 28 10112/99 111000 3930 CHC 132 Hold Fracture mode is (A) unless othenvise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: "'~, SMH/rm Distribution: Del-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: October 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 15, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3091887 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 84 PLANT/TRUCK: 3/966 CONCRETE TEMP. (°F) (ASTM C-10S4): 88 MIX ID NUMBER: 16 TIME BATCHED: 4:56 AIR (%) (ASTM C-231): TIME SAMPLED: 5:35 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Piers: Pier #239 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 133 7 09/22/99 950000 3360 3000/28 days CHC 134 28 10113/99 117000 4140 CHC 135 28 10/13/99 115000 4070 CHC 136 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM 0-143. Typesof ~] ~ ~ ['~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: SMH/rm Distribution: DaI-MacConstruction- 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: October 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: October 6, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 7078176 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 85 PLANT/TRUCK: 7/947 CONCRETE TEMP. (°F) (ASTM C.1064): 79 MIX ID NUMBER: 16 TIME BATCHED: 4:50 AIR (%) (ASTM C-231): 3.7 TIME SAMPLED: 5:30 WATER ADDED (gal): 5 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C-143): 4.50 LOCATION OF PLACEMENT: Grade beams in Area G on Lines 99 and GH 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 225 7 10/13/99 94000 3330 3000/28 days CHC 226 28 11/03/99 CHC 227 28 11/03/99 CHC 228 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 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, cJo Dal - Mac Construction Co. REPORT DATE: October 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: October 6, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 7078170 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 90 PLANT/TRUCK: 7/959 CONCRETE TEMP. (°F) (ASTM C-1064): 77 MIX ID NUMBER: 16 TIME BATCHED: 3:10 AIR (%) (ASTM C-231): 4.0 TIME SAMPLED: 4:00 WATER ADDED (gal): 5 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C-143) .' 5 LOCATION OF PLACEMENT: Grade beams in area G on Lines GG and G6 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 221 7 10/13/99 87000 3080 3000/28'days CHC 222 28 11/03/99 CHC 223 28 11/03/99 CHC 224 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~1 ~['~ ~'71 [--~ Curing: Methods: ASTM C-39 Fracture: AY_.~ V~J VI I lB 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: October 14, 1999 PROJECT: Coppell HiGh School, Coppell, Texas PRO,JECT NO: 079'1-2208 I SAMPLE DATE: October 6, 1999 I CONTRACTOR: The Cortez Group TICKET NO.: 7078159 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 90 PLANT/TRUCK: 7/959 CONCRETE TEMP. (°F) (ASTM C.1064): 81 MIX ID NUMBER: 16 TIME BATCHED: 1:27 AIR (%) (ASTM C-231): 3.5 TIME SAMPLED: 2:00 WATER ADDED (gal): 5 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C-143): 5.50 LOCATION OF PLACEMENT: Grade beams in Area G on Lines GC and G4 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) C HC 217 7 10/13~99 77000 2720 3000~28 days CHC 218 28 11/03/99 CHC 219 28 11/03/99 CHC 220 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~ ~J"~ F"~ ~--~ Curing: Methods: ASTM C-39 Fracture: AI/XJ [/%] VI I lB 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 Cmddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford