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Denton Tap L2R BA-LR010628FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Preston Engineering Report Date: June 28, 2001 PROJECT: Everybody Fits, Coppell, Texas Project No.: 0701-2035 SAMPLE DATE: May 31, 2001 CONTRACTOR: Preston Engineering TICKET NO.: 97523 CONCRETE SUPPLIER: Nelson Brothers AMBIENT TEMP. (°F): 89 PLANT/TRUCK: Lewisville CONCRETE TEMP. (°F) (ASTM C-1064): 74 MIX ID NUMBER: 3500 TIME BATCHED: 12:38 AIR (%) (ASTM C-231): 4.1 TIME SAMPLED: 1:00 WATER ADDED (gal): 10 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Paving: Rear parking lot 10 feet from south curb, 20 feet from west curb 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) EFC 40 7 06/07/01 98300 3480 3500/28 days EFC 41 28 06/28/01 119400 4220 EFC 42 28 06/28/01 117600 4160 EFC 43 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ ~ Curing: Methods: ASTM C-3g Fracture: A B C D REMARKS: Technician: James Spriggs FUGRO SOUTH INC. Reviewed SMH/rm Distribution: Preston Engineering ~ Timothy D. McMahon, P.E. City of Coppell - Lee Stone City of Coppell - Larry Davis FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Preston Engineering Report Date: June 28, 2001 PROJECT: Everybody Fits, Coppell, Texas Project No.: 0701-2035 SAMPLE DATE: May 31, 2001 CONTRACTOR: Preston Engineering TICKET NO.: 97513 CONCRETE SUPPLIER: Nelson Brothers AMBIENT TEMP. (°F): 85 PLANT/TRUCK: Lewisville/219 CONCRETE TEMP. (°F) (ASTM C-1064): 73 MIX ID NUMBER: 3500 TIME BATCHED: 11:58 am AIR (%) (ASTM C-23'1): 4.2 TIME SAMPLED: 12:37 pm WATER ADDED (gal): 10 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C-143) .' 5.50 LOCATION OF PLACEMENT: Paving, rear parking lot, 30 feet from north curb, 10 feet from east curb 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) EFC 36 7 06/07/01 94700 3350 3500/28 days EFC 37 28 06/28/01 121900 4310 EFC 38 28 06/28/01 133200 4360 EFC 39 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~] 0 D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: James Spriggs FUGRO SOUTH INC. Reviewed By: SMH/rm Distribution: Preston Engineering - Timothy D. McMahon, P.E. City of Coppell - Lee Stone City of Coppell - Larry Davis FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Preston Engineering Report Date: June 28, 2001 PROJECT: Everybody Fits, Coppell, Texas Project No.: 0701-2035 SAMPLE DATE: May 31, 2001 I CONTRACTOR: Preston Engineering TICKET NO.: 97503 CONCRETE SUPPLIER: Nelson Brothers AMBIENT TEMP. (°F): 82 PLANT/TRUCK: Lewisville/24 CONCRETE TEMP. (°F) (ASTM C-t064)' 75 MIX ID NUMBER: 3500PSI TIME BATCHED: 10:50 am AIR (%) (ASTM C-231): 3.9 TIME SAMPLED: 11:27 am WATER ADDED (gal): 10 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C.143): 5 LOCATION OF PLACEMENT: Paving: Parking lot, 5 feet from south curb, 3 feet from west curb 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) EFC 32 7 06/07/01 90300 3190 3500/28 days EFC 33 28 06/28/01 110400 3910 EFC 34 28 06/28/01 107700 3810 EFC 35 Hold 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: James Spriggs FUGRO SOUTH INC. Reviewed By:~ SMH/rm Distribution: Preston Engineering - Timothy D. McMahon, P.E. City of Coppell - Lee Stone City of Coppell - Larry Davis