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SC-Coppell HS-LR000512FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texa~ 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Tennis Court/Parking Lot Coppell, Texas Report Date: May 12, 2000 Project No.: 0791-2208 SAMPLE DATE: April 13, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Treans Tex Tennis 1553502 CONCRETE SUPPLIER: TXI 69 PLANT/TRUCK: 41/642 70 MIX ID NUMBER: 8204 10:02 am AIR (%) (ASTM C-231): 10:35 am WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143): 6 Slab, southeast corner 10 feet north, 3 feet west, Tennis Court #3 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 930 5 04/18/00 69000 2440 3500/28 days CHC 931 7 04/20/00 85000 3010 CHC 932 28 05/11/00 115000 4070 CHC 933 28 05/11/00 113300 4010 CHC 934 Hold CHC 935 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: SMH/rm Distribution: Yancey Bivings FUGRO SOUTH INC. Reviewed By: DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHVV 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: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Tennis Court/Parking Lot Coppell, Texas Report Date: May 12, 2000 Project No.: 0791-2208 SAMPLE DATE: April 13, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Trans Tex Tennis 1553746 CONCRETE SUPPLIER: TXI 69 PLANT/TRUCK: 41/713 71 MIX ID NUMBER: 8204 1:10 pm AIR (%) (ASTM C-231): 1:35 pm WATER ADDED (gal): 5 Sunny SLUMP (in.) (ASTM C-'143) .' 5.50 Slab, northwest comer 4 feet east, 7 feet south Tennis Court #1 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 954 5 04/18/00 66000 2340 3500/28 days CHC 955 7 04/20/00 81000 2860 CHC 956 28 05/11/00 107300 3800 CHC 957 28 05/11/00 105100 3720 CHC 958 Hold CHC 959 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ ~ Curing: Methods: ASTM Co39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Yancey Bivings FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone 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: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Tennis Court/Parking Lot Coppell, Texas Report Date: May 12, 2000 Project No.: 0791-2208 SAMPLE DATE: April 13, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Trans Tex Tennis 1553588 CONCRETE SUPPLIER: TXI 70 PLANT/TRUCK: 41/462 71 MIX ID NUMBER: 8204 10:43 am AIR (%) (ASTM C-231): 1 1:10 am WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143): 8.50 Slab, southwest corner, 4 feet north, 7 feet east, Tennis Court #3 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 936 5 04/18/00 68000 2410 3500/28 days CHC 937 7 04/20/00 91000 3220 CHC 938 28 05/11/00 129500 4580 CHC 939 28 05/11/00 127200 4500 CHC 940 Hold CHC 941 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: SMH/rm Distribution: Yancey Bivings FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone 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 Vtrgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Dal- Mac Construction Co. Coppell High School, Tennis Court/Parking Lot Coppell, Texas Report Date: May 12, 2000 Project No.: 0791-2208 SAMPLE DATE: April 13, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Trans Tex Tennis 1553655 CONCRETE SUPPLIER: TXI 69 PLANT/TRUCK: 41/64 71 MIX ID NUMBER: 8204 11:45 am AIR (%) (ASTM C-231): 12:10 pm WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143): 5.50 Slab, northwest comer 10 feet south, 2 feet east Tennis Court ~3 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 942 5 04/18/00 23000 2230 3500/28 days CHC 943 7 04/20~00 87000 3080 CHC 944 28 05/11/00 139400 4930 CHC 945 28 05/11/00 141300 5000 CHC 946 Hold CHC 947 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [T] r-~ r---] curing: Methods: ASTM C-39 Fracture: A[/XJ ~XJ ~..J L.JB c D REMARKS: Technician: SMH/rm Distribution: Yancey Bivings FUGRO SOUTH INC. Reviewed By: ~ ,~ DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone 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: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Tennis Court/Parking Lot Coppell, Texas Report Date: May 12, 2000 Project No.: 0791-2208 SAMPLE DATE: April 13, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Trans Tex Tennis 1553686 CONCRETE SUPPLIER: TXI 68 PLANT/TRUCK: 41/70 72 MIX ID NUMBER: 8204 12:17 pm AIR (%) (ASTM C-23t): 12:35 pm WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143): 6 1/4 Slab, southeast corner 4 feet west, 5 feet north Tennis Court #1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER {dm/s) TESTED (pounds) (psi) (psi) CHC 948 5 04/18/00 88000 3110 3500/28 days CHC 949 7 04/20/00 114000 4030 CHC 950 28 05/11/00 148900 5270 CHC 951 28 05/11/00 146400 5180 CHC 952 Hold CHC 953 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ D Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Yancey Bivings FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Damon Norman City of Coppell - Lee Stone City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford