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Coppell Greens 1-LR 980806FUGRO SOUTH, INC. ~GRO ~~~ ~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT REVISED CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. Report Date: August 6, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 6, 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site 97 PLANTITRUCK: Site 91 MIX ID NUMBER: 3500 1:45 AIR (%) (ASTM C-231) : 4.5/146 2:00 WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143) : 4.5 Paving: Fullkirk Drive, station 21+32 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER da s TESTED (pounds) (psi) (psi) CGS 5 7 07/13/98 60000 2122 ~ 3000/28 da s CGS 6 28 08/03/98 85000 3006 CGS 7 28 08/03/98 87000 3077 CGS 8 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of ® ® ~ Curing: Methods: ASTM C-39 Fracture: A D B C REMARKS: Unit Weight: 146 lbs./cu. ft. Revised to reflect corrected required compressive strength. Technician: Larry Wise FUGRO SOUTH, INC. Checked By: SMH(rm Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO SOUTH, INC. :,1 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972)620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT *Revised CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. Report Date: August 6, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 6, 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site 88 PLANTlTRUCK: Site 90 MIX ID NUMBER: 3500 8:00 AIR (%) (ASTM C-231) : 4.5 8:20 WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143) : 2 Paving: Apple Cross Court, station 1+50 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER da s TESTED (pounds) (psi) (psi) CGS 1 7 07/13/98 72000 2546 3000!28 da s CGS 2 28 08/03/98 88,000 3113 CGS 3 28 08/03/98 86,000 3042 CGS 4 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of Curing: Methods: ASTM C-39 Fracture: A g C D REMARKS: Unit Weight: 144 lbs./cu. ft. *Revised to reflect corrected required compressive strength. Technician: Larry Wise FUGRO SOUTH, INC. Checked By: SMH/rm Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis