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Northlake WE P10C-LR 970128FUGRO-McCLELLAND (SOUTHWEST), INC. ; - 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 28, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I' ::!' ::::.' -:: "i.:~::i. i-i:::', i::.i-..:~-.-iSAMPLEDATE::ijanuary.21,-1997~ -- .' :. i:" CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 60 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 64 MIX ID NUMBER: N/A TIME BATCHED: 8:00 am AIR (%) (ASTM C-251) 4.9 TIME SAMPLED: 8:05 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-'143) 3.0 LOCATION OF PLACEMENT: Paving: 50 feet north on Blue Jay from Mallard : -: ' ' : CONCRETE CYLINDER :COMPRESSIVE 'STRENGTH' TESTS " :..'. Standard'6" 'x '12", 28.27-square-inches. .. ... CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 29 7 01/28/97 103000 3643 3000~28 days NLW 30 28 02/18/97 NLW 31 28 02/18/97 NLW 32 Hold Specifications: Making & Curing: ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39 REMARKS: Technician: Scott Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By.""'- J SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. -'~' 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 28, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 fi. .~... i' .'i ~' SAMPLE DATE: January21~, 1997 'i.. CONTRACTOR: Site Concrete TICKET NO.: NIA CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 59 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 64 MIX ID NUMBER: N/A TIME BATCHED: 9:10 am AIR (%) (ASTM C-231) 5.1 TIME SAMPLED: 9:15 am WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-143) 4.5 LOCATION OF PLACEMENT: Paving: 25 feet east on Mallard from Blue Jay . CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS- ' ':standard 6'"x 12", 28~27 :SqUare inches : ' ". CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 33 7 01/28/97 92000 3254 3000~28 days NLW 34 28 02/18/97 NLW 35 28 02/18/97 NLW 36 Hold Specifications: Making & Cudng: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 REMARKS: Technician: Scott Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By: ~ / SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 28, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 t'-' ' :~:'::;-. SAMPLEDATE: ~;January;2~l,-1997 ..... :. !. :i' ': i~i::'. ..:i~.I CONTRACTOR: Site Concrete TICKET NO.: NIA CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 69 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 68 MIX ID NUMBER: N/^ TIME BATCHED: 12:10 pm AIR (%) (ASTM C-231) N/A TIME SAMPLED: 12:15 pm WATER ADDED (gal): N/A WEATHER CONDITION: Overcast SLUMP (inches) (ASTM C-143) 3.25 LOCATION OF PLACEMENT: Paving: Station 4+00 alley G C'ONCRETE'CYLINDER'COMPRESSIVE STRENGTH TESTS .... " Standard 6. x 12~i, 28.27 square inches : CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 37 7 01/28/97 133000 4705 3000/28 days NLW 38 28 02/18/97 NLW 39 28 02/18/97 NLW 40 Hold Specifications: Making &Cudng: ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39 REMARKS: Technician: Scoff Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked BY: SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Site Concrete Report Date: January 28, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I~ .. 'SAMPLE-DATE: January 21, 1997 .--~ CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 74 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 69 MIX ID NUMBER: N/A TIME BATCHED: 4:10 pm AIR (%) (ASTM C-231) 5.1 TIME SAMPLED: 4:15 pm WATER ADDED (gal): N/A WEATHER CONDITION: Partly cloudy SLUMP (inches) (ASTM C-143) 2.5 LOCATION OF PLACEMENT: Paving: Station 6+00 Alley E CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6,, x 12", 28.27 square inches CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 41 7 01/28/97 135000 4775 3000/28 days NLW 42 28 02/18/97 NLW 43 28 02/18/97 NLW 44 Hold Specifications: Making & Cudng'. ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39 REMARKS: Technician: Scott Rogers FUGRO-McCLELLAND (SOUTHWEST), INC. Checked By: r~_ SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons