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SC-CFBISD Riverchase-LR 991228FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farrners Branch lSD, c/o DaI-Mac Const. PROJECT: Riverchase Elementary School, Coppell, Texas REPORT DATE: December 28, 1999 PROJECT NO: 0791-2184 SAMPLE DATE: December 17, 1999 CONTRACTOR: Dai Mac TICKET .NO.: 452834 AMBIENT TEMP. (°F): 50 CONCRETE TEMP. (°F) (AS'r~ C.10~4): 72 TIME BATCHED: 7:28 TIME SAMPLED: 8:15 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Pioneer PLANT/TRUCK: 221561 MIX ID NUMBER: 9704 AIR ("/.) (ASTM C-231~): WATER ADDED (gal): 5 SLUMP (in.) (ASWa C.t43f: Area 4 floor deck, 25 feet east, 5 feet south from northwest comer 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 223 7 12/24/99 87700 3100 3000/28 days REC 224 28 1/14/00 REC 225 28 1/14/00 REC 226 Hold Fracture mode is (A) unless otherw~.'se noted Specifications: Making & ASTM C-31 Tes~ng ASTM C-143. Typesof '[~ [~] ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putrnan FUGRO SOUTH INC. SMH/rm Distribution: 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_Jo DaI-Mac Const. PROJECT: Riverchase Elementary School, Coppell, Texas REPORT DATE: December 28, 1999 PROJECT NO: 0791-2184 SAMPLE DATE: December 17, 1999 CONTRACTOR: Dal Mac TICKET NO.: 452822 AMBIENT TEMP. (°F): 42 CONCRETE TEMP. (°F) (Aswa C.lOS4): 69 TIME BATCHED: 6:00 TIME SAMPLED: 6:30 WEATHER CONDITION: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Pioneer PLANT/TRUCK: 22/33 MIX ID NUMBER: 9704 AIR (%) (AS'ia C-231): WATER ADDED (gal): 10 SLUMP (in.) (AS'rM C-143): 6 Area 4, floor deck 25 feet north, 5 feet west from southeast corner 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 219 7 17./24/99 80380 2840 3000/28 days REC 220 28 1/14/00 REC 221 28 1/14/00 REC 222 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Tasting ASTM C-143, Typesof [~ p~] ~ ~ Curing: Me.ods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putman FUGRO SOUTH INC. SMH/rm Distribution: 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: December 28, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: December 17, 1999 CONTRACTOR: DaI-Mac TICKET NO.: 452817 AMBIENT TEMP. (°F): 39 CONCRETE TEMP. (°F) (ASTM C.10S4): 67 TIME BATCHED: 4:35 TIME SAMPLED: 5:00 WEATHER CONDmON: Partly cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Pioneer PLANT/TRUCK: 22/651 MIX ID NUMBER: 9704 AIR (%) (ASTM C.231): WATER ADDED (gal): 20 SLUMP (in.) (ASTM C-143): 5.5 Area 4, floor deck, 40 feet west, 10 feet north from southeast comer 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) . . REC 215 7 12/24/99 99250 3510 3000/28 days REC 216 28 1/14/00 REC 217 28 1/14/00 REC 218 Hold Fracture mode is (A) unless otherwise noted' SI3ecifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof k"~ I-T'I I-'3 r"~ Curing: Methods: ASTM C-39 Fracture: A~J [~ ~-J UB C D REMARKS: Technician: David Putman FUGRO SOUTH INC. SMH/rm Distribution: 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