Loading...
SC-CFBISD Riverchase-LR 991015FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 15, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: October 7, 1999 CONTRACTOR: Dal Mac TICKET NO.: 1378327 AMBIENT TEMP. (°F): 85 CONCRETE TEMP. (°F) (ASTM C-10S4): 74 TIME BATCHED: 10:25 TIME SAMPLED: 11:15 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: Paving: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/804 MIX ID NUMBER: 8273 AIR (%) (ASTM C-231): 4.9 WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-~43): 4.75 100 Feet south, 175 feet eas['from northeast corner of school 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) REC 165 4 10/11/99 66000 2330 3600/28 days REC 166 7 10/14~99 90000 3180 REC 167 28 11/04/99 REC 168 28 11/04/99 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r'r~ [-~ [-1 curing: Methods: ASTM C-39 Fracture: AI/XI ~/XJ ~__J L..JB C D REMARKS: Technician: SMH/rm Distribution: David Putman FUGRO SOUTH INC. Reviewed By: DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 15, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: October 7, 1999 CONTRACTOR: Dal Mac TICKET NO.: 1378308 AMBIENT TEMP. (°F): 83 CONCRETE TEMP. (°F) (ASTM C.'1064): 75 TIME BATCHED: 8:37 TIME SAMPLED: 9:15 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/806 MIX ID NUMBER: 4.8 AIR (%) (ASTM C-23'1): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 4 Paving: 65 feet south, 120 feet east from northeast corner of school 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) REC 161 4 10/11/99 81000 2870 3600/28 days REC 162 7 10/14/99 100000 3540 REC 163 28 11/04/99 REC 164 28 11/04/99 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: David Putman FUGRO SOUTH INC. Reviewed By: DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyte Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c,/o DaI-Mac Const. REPORT DATE: October 15, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: October 7, 1999 CONTRACTOR: Dal Mac TICKET NO.: 1402100 AMBIENT TEMP. (°F): 79 CONCRETE TEMP. (°F) (ASTM C.1064): 73 TIME BATCHED: 7:38 TIME SAMPLED: 8:10 WEATHER CONDITION: LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/451 MIX ID NUMBER: 8273 AIR (%) (ASTM C-23'1): 4.8 WATER ADDED (gal): 5 Partly cloudy SLUMP (in.) (ASTM C-143): 4.25 Paving: 60 Feet south, 30 feet east from northeast corner of school 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) REC 157 4 10/11/99 90000 3180 3600/28 days REC 158 7 10/14/99 110000 3890 REC 159 28 11/04/99 REC 160 28 11/04/99 Fracture mode is (A) unless othen~ise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~] [~ [~ r-] cudng: Methods: ASTM C-39 Fracture: A B C , D REMARKS: Technician: David Putman SMH/rm Distribution: FUGRO SOUTH INC. Reviewed By: DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell