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SC-CFBISD Riverchase-LR 991001FUGRO 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 1, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE:: September 22, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1418355 AMBIENT TEMP. (°F): 76 CONCRETE TEMP. (°F) (ASTM C-1064): 76 TIME BATCHED: 9:22 TIME SAMPLED: 10:10 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31 MIX ID NUMBER: 8273 AIR (%) (ASl'~ C.231): 4 1/4 WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-143): 5 3/4 Fire lane between staff parking and play area, sampled at approximately line 13 middle of fire lane CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12',, 28~27 square inches i TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) REC 89 7 09/29/99 111000 3930 3600/28 days REC 90 28 10/20/99 REC 91 28 10/20/99 REC 92 Hold Fracture mode is (A) unless otherwise noted Specifica,ons: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute 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, cJo DaI-Mac Const. PROJECT: Riverchase Elementary School, Coppell, Texas REPORT DATE: October 1, 1999 PROJECT NO: 0791-2184 SAMPLE DATE: September 22, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1418220 AMBIENT TEMP. (°F): 64 CONCRETE TEMP. (°F) (ASTM C-10~4): 64 TIME BATCHED: 8:18 TIME SAMPLED: 8:50 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31/480 MIX ID NUMBER: 8273 AIR (%) (ASTM C-231): 4 1/4 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C.143): 5 3/4 Fire lane behind play area, sampled at 10 feet off start of southeast radius, 10 feet north of parent drop off radius CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS : Standard 6,, x 12", 28~27'sqUare inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER ldays) TESTED (pounds) (psi) (psi) REC 85 7 09/29/99 109000 3860 3600/28 days REC 86 28 10/20/99 REC 87 28 10/20/99 REC 88 Hold Fracture mode is (A) unless offierwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~] ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: ~---------- DaI-Mac Construction - Jason Lillard Dal-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: PROJECT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Riverchase Elementary School, Coppell, Texas REPORT DATE: October 1, 1999 PROJECT NO: 0791-2184 SAMPLEDATE: September 22, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 14 AMBIENT TEMP. (°F): 59 CONCRETE TEMP. (°F) (ASWa c.t0~,): 65 TIME BATCHED: 6:15 TIME SAMPLED: 7:25 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXi PLANT/TRUCK: 31/363 MIX ID NUMBER: 8273 AIR (%) (AS?M C-231): 4 1/4 WATER ADDED (gal): 5 SLUMP (in.) (ASTM C-143): 5.50 Play area pavement on grade, sampled at 20 feet west, 20 feet south off northeast comer CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS standard 6"x 12ii; 28~27 sqUare inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER {da~/~) TESTED (pound~) (psi) (1~i) REC 81 7 09/29/99 112000 3960 3600/28 days REC 82 28 10/20/99 REC 83 28 10/20/99 REC 84 Hold Fracture mode is (A) unless otherwise noted Specificatkms: Making & ASTM C-31 T.ling ASTM C-143, Typesof [~ [~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Unit Weight: 144.0 lbs./cu, ft. Technician: Mike Flute 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