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SC-Coppell HS-LR 991007FUGRO 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 7, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 9, 1999 CONTRACTOR: Cortez Group, Inc. TICKET NO.: 7076858 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 85 PLANT/TRUCK: 7/958 CONCRETE TEMP. (°F) (ASWa C-1064): 87 MIX ID NUMBER: 16 TIME BATCHED: 11:35 AIR (%) (ASTM C-231): TIME SAMPLED: 12:10 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C443): 5 LOCATION OF PLACEMENT: Grade beam at grid line AG-A4 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 113 7 09/16/99 84000 2970 3000/28 days CHC 114 28 10/07/99 115000 4070 CHC 115 28 10107/99 118000 4170 CHC 116 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 T.fing ASTMC-143. Typesof ~;] ~] ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C O REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: ~ i' 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 7, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 9, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7076876 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 93 PLANT/TRUCK: 7~602 CONCRETE TEMP. (°F) (ASTM C-1064): 90 MIX ID NUMBER: 16 TIME BATCHED: 3:46 AIR (%) (ASTM C-231): TIME SAMPLED: 5:30 WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 3 3/4 LOCATION OF PLACEMENT: Piers: Pier #85 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 117 7 09/16/99 85000 3010 3000/28 days CHC 118 28 10/07/99 112000 3960 CHC 119 28 10/07/99 110000 3890 CHC 120 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: Thomas Cranford 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: October 7, 1999 PROJECT: Coppell High School, Coppeil, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 7, 1999 CONTRACTOR: Dal Mac TICKET NO.: 7076706 CONCRETE SUPPLIER: Larrimore AMBIENT TEMP. (°F): 94.6 PLANT/TRUCK: 7/768 CONCRETE TEMP. (°F) (ASTM C-t0S4): 90.7 MIX ID NUMBER: 16 TIME BATCNED: 2:27 pm AIR (%) (ASTM C-231): TIME SAMPLED: 3:25 pm WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5 3/4 LOCATION OF PLACEMENT: Piers: Area E, Numbers 1, 8, 16, 12, 15 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) (pal) (psi) CHC 105 7 09/14/99 84000 2970 3000/28 days CHC 106 28 10/05/99 105000 3710 CHC 107 28 10/05/99 107000 3780 CHC 108 Hold Fracture mode is (A) unless o~erwiss noted Spedfications: Making & ASTM 0-31 Testing ASTM C-143. Typesof [~ [~] [~] ~ Curing: Meffiods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest FUGRO SOUTH INC. Reviewed By~-- SMH/rm Distribution: DaI-Mac Construction- Damgn 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) 484-8501; Fax (972) 620-7328 COMPRESSIVE STRENGTH O-F CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: October 7, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 28, 1999 I CONTRACTOR: Oal Mac TICKET NO.: 3092542 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 90 PLANT/TRUCK: 3/972 CONCRETE TEMP. (°F) (ASTM C.tO~4): 85 MIX ID NUMBER: 16 TIME BATCHED: 2:30 AIR (%) (ASwa c-2~l): TIME SAMPLED: 3:10 WATER ADDED (gal): 0 WEATHER CONDmON: Clear SLUMP (in.) (ASwa C-143): 5 LOCATION OF PLACEMENT: Grade beam at DD.5 between D5 and D6 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 177 7 10105/99 81000 2870 3000/28 days CHC 178 28 10/26199 CHC 179 28 10126/99 CHC 180 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM 0-143. Typesof [~ [~ [~ E] 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 Vlrgo 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 7, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 28, 1999 CONTRACTOR: Dal Mac TICKET NO.: 3092524 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 90 PLANT/TRUCK: 3/756 CONCRETE TEMP. (°F) (ASTU C-10e4): 88 MIX ID NUMBER: 16 TIME BATCHED: 11:47 AIR (%) (AS~ c-23t): TIME SAMPLED: 12:35 WATER ADDED (gal): 5 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Grade beam, 18th drop beam at DG and DS 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 (pound~) (psi) (psi) CHC 173 7 10105/99 97000 3430 3000/28 days CHC 174 28 10/26199 CHC 175 28 10/26199 CHC 176 Hold Fracture mode is (A) unless offierwise not~l S;)eciflcations.' Making & ASTM C-31 T.ting ASTM C-143, Typesof ~ [~ [~ ~ Curing: Methods: ASTM C-39 Fracture: A B C O REMARKS: Technician: Greg Forsythe FUGRO SOUTH INC. Reviewed By: SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Micl(ey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford