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Northlake WE P10C-LR 970129FUGRO-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 29, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 I..~ ..... SAMPLE'DATE: .January-..22, 1997 : .. -. CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 52 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 60 MIX ID NUMBER: N/A TIME BATCHED: 7:25 am AIR (%) (ASTM C-231) 5.1 TIME SAMPLED: 7:30 am WATER ADDED (gal): N/A WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 3.0 LOCATION OF PLACEMENT: Paving: Station 14+00 of alley H .. . -'CONCRETE:CYLINDER COMPRESSlVESTRENGTH TESTS -'- '. Standard:6" x 1'2", .28.27 sqUare' inches CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE N U M BER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 45 7 01/29/97 120000 4245 3000~28 days NLW 46 28 02/19/97 NLW 47 28 02./19/97 NLW 48 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: C / 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 29, 1997 PROJECT: Northlake Woodlands 10C, Coppell, Texas Project No.: 0761-2105 ':..:: .:::::-:.~:--. :: ........ -: ~.:.SAMPLEDATE: January'22, 1997- --: --~,~: .:: :~.'--:.~: -..:.: CONTRACTOR: Site Concrete TICKET NO.: NIA CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 65 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 61 MIX ID NUMBER: N/A TIME BATCHED: 10:35 am AIR (%) (ASTM C-231) N/A TIME SAMPLED: 10:40 am WATER ADDED (gal): N/A WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 4.25 LOCATION OF PLACEMENT: Paving: Sea Hawk Circle, 5 feet south from north curb, center of circle CONCRETE' CYLINDER COMPRESSIVE-STRENGTH.TESTS" " ::sta'ndard'6" x i2";:28~27':sqUare-inches '~- '- ' .... .- CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) NLW 49 7 01/29/97 115000 4068 3000/28 days NLW 50 28 02/19/97 NLW 51 28 02/19~97 NLW 52 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:d--- / 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 29, 1997 PROJECT: Northlake Woodlands 10C. Coppell, Texas Project No,: 0761-2105 Ii' " -. SAMPLE DATE: January 22, 1997 CONTRACTOR: Site Concrete TICKET NO.: N/A CONCRETE SUPPLIER: On site AMBIENT TEMP. (°F): 73 PLANT/TRUCK: N/A CONCRETE TEMP. (°F): 62 MIX ID NUMBER: N/A TIME BATCHED: 1:15 pm AIR (%) (ASTM C-231) 5.0 TIME SAMPLED: 1:20 pm WATER ADDED (gal): N/A WEATHER CONDITION: Clear SLUMP (inches) (ASTM C-143) 4.75 LOCATION OF PLACEMENT: Paving: Approach to Willet from Hummingbird, north radius from west side, 2 feet east and 2 feet south from curb (hand paving) 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 53 7 01/29/97 118000 4174 3000~28 days NLW 54 28 02/19/97 NLW 55 28 02/19/97 NLW 56 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: SMH/rm Distribution: Site Concrete - Mike Boney Site Concrete - Jean Boney Northlake Woodlands Development - Steve Parsons