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SC-Coppell HS-LR 991025FUGRO 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: October 25, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 I SAMPLE DATE: October 14, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 7078558 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 85 PLANT/TRUCK: 7/757 CONCRETE TEMP. (°F) (ASTM C.1064): 81 MIX ID NUMBER: 16 TIME BATCHED: 10:07 AIR (%) (ASTM C-231): TIME SAMPLED: 10:40 WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Slab, upper dining area northeast corner CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYENDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 257 7 10/21/99 90000 3180 3000/28 days CHC 258 28 11/11/99 CHC 259 28 11/11/99 CHC 260 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: 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. 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: October 25, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208 SAMPLE DATE: October 14, 1999 CONTRACTOR: Cortez Group TICKET NO.: CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 74 PLANT/TRUCK: 3/822 CONCRETE TEMP. (°F) (ASTM C-10S4): 78 MIX ID NUMBER: 16 TIME BATCHED: 8:48 AIR (%) (ASTM C-231): TIME SAMPLED: 9:20 WATER ADDED (gal): 5 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C.143): 5 LOCATION OF PLACEMENT: Slab, upper dining area southeast corner 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 253 7 10/21/99 85000 3010 3000/28 days CHC 254 28 11/11/99 CHC 255 28 1/11/99 CHC 256 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r~ r~ [--~ Cudng: Methods: ASTM C-39 Fracture: A[/XJ [,/~ ~..J L.jB c D REMARKS: Technician: Greg Forsythe FUGRO SOUTH INC. Reviewed By: ~'~ / -- SMH/rm Distribution: DaI-Mac Construction- Damon Non'nan City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford '.-I~ 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 25, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208 SAMPLE DATE: September 23, 1999 CONTRACTOR: Dal - Mac TICKET NO.: 7077418 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 60 PLANT/TRUCK: 7/947 CONCRETE TEMP. (°F) (ASl'~ c.los4): 80 MIX ID NUMBER: 16 TIME BATCHED: 3:02 AIR (%) (ASTM C-231): TIME SAMPLED: 3:30 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: Slab, 10 feet south, 5 feet west from northeast corner of freshman center 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 141 7 9-30-99 100000 3540 3000/28 days CHC 142 28 10-21-99 116000 4100 CHC 143 28 10-21-99 118000 4170 CHC 144 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: ( jr 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: October 25, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 I SAMPLE DATE: September 23, 1999 I CONTRACTOR: Dal- Mac TICKET NO.: 7077444 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 50 PLANT/TRUCK: 7/955 CONCRETE TEMP. (°F) (ASTM C.1064).' 72 MIX ID NUMBER: 16 TIME BATCHED: 5:44 AIR (%) (ASTM C-231): TIME SAMPLED: 6:10 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: Slab, 40 feet west, 20 feet south from northeast comer of freshman center 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 149 7 9-30-99 108000 3820 3000/28 days CHC 150 28 10-21-99 133000 4700 CHC 151 28 10-21-99 131000 4630 CHC 152 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: Greg Forsythe FUGRO SOUTH INC. Reviewed By: f 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, cJo Dal - Mac Construction Co. REPORT DATE: October 25, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 23, 1999 CONTRACTOR: Dal - Mac TICKET NO.: 7077452 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 50 PLANT/TRUCK: 7/752 CONCRETE TEMP. (°F) (ASTM C-1064): 73 MIX ID NUMBER: 16 TIME BATCHED: 6:31 AIR (%) (ASTM C-231): TIME SAMPLED: 7:10 WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: Slab, 80 feet east, 10 feet south from northwest corner of freshman center 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 153 7 9-30-99 103000 3640 3000/28 days CHC 154 28 10-21-99 121000 4280 CHC 155 28 10-21-99 119000 4210 CHC 156 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ p~] [~ E~] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Greg Forsythe 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: October 25, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 23, 1999 CONTRACTOR: Dal - Mac TICKET NO.: 7077466 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 59 PLANT/TRUCK: 7/785 CONCRETE TEMP. (°F) (ASTM C-1064): 76 MIX ID NUMBER: 16 TIME BATCHED: 7:50 AIR (%) (ASTM C-231): TIME SAMPLED: 8:50 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: Slab, 50 feet east, 30 feet south from northwest corner of freshman center 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 157 7 9-30-99 98000 3470 3000/28 days CHC 158 28 10-21-99 117000 4140 CHC 159 28 10-21-99 120000 4240 CHC 160 Hold Fracture mode is (A) unless otherwise noted Sl~ecifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~] ~ 0 Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Greg Forsythe 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 25, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO-' 0791-2208 SAMPLE DATE: September 23, 1999 CONTRACTOR: Dal - Mac TICKET NO.: 7077480 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 64 PLANT/TRUCK: 71786 CONCRETE TEMP. (°F) (ASTM C-1064): 79 MIX ID NUMBER: 16 TIME BATCHED: 9:52 AIR (%) (ASTM C.231): TIME SAMPLED: 10:25 WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5.0 LOCATION OF PLACEMENT: Slab, 20 feet east, 5 feet north from southwest corner of freshman center 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 161 7 9-30-99 95000 3360 3000/28 days CHC 162 28 10-21-99 122000 4320 CHC 163 28 10-21-99 120000 4240 CHC 164 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ C Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Greg Forsythe 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