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Coppell Greens 1-LR 980817FUGRO SOUTH, INC. ~GRO ~~ ~~~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. Report Date: August 17, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 15, 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: Batch 98 PLANT/TRUCK: Batch / 0 96 MIX ID NUMBER: 1:10 AIR (%) (ASTM C-231) : 5.3 1:15 WATER ADDED (gal): Sunny SLUMP (In.) (ASTM C-143) : 4.0 Hand pour p aving, intersection of Kilbridge, station 20+25 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) {psi) (psi) CGS 93 7 7-22-98 86000 3042 3600/28 days CGS 94 28 8-12-98 102000 3608 CGS 95 28 8-12-98 104000 3678 CGS 96 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: Technician: Chris Cook FUGRO SOUTH, INC. Checked By: SM H/rm Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO SOUTH, INC. :I...A 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. Report Date: August 17, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 15, 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: Batch 88 PLANTITRUCK: Batch / 0 93 MIX ID NUMBER: 8:25 AIR (%) (ASTM C-231) 8:30 WATER ADDED (gal): Sunny SLUMP (in.) (ASTM C-143) : 4.0 Hand pour p aving, Turnberry Lane Cul-de-sac, station 0+25 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CGS 89 7 7-22-98 91000 3218 3600128 days CGS 90 28 8-12-98 103000 3643 CGS 91 28 8-12-98 105000 3714 CGS 92 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: Technician: Chris Cook FUGRO SOUTH, INC. Checked By: - --~-----''~~ SM H/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 CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. Report Date: August 17, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project NO.: 0771-2275 'SAMPLE DATE: July 14, 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: Batch 87 PLANT/TRUCK: Batch/0 92 MIX ID NUMBER: 10:55 a.m. AIR (%) (ASTM C-231) 11:00 a.m. WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM c-143) : 4.5 Paving -hand p our - Turnberry Lane and North Eyebrow, Station 1+25 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 85 7 7-21-98 86000 3042 3600/28 da s CGS 86 28 8-11-98 104000 3678 CGS 87 28 8-11-98 102000 3608 CGS 88 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 B C D REMARKS: Technician: Chris Cook FUGRO SOUTH, INC. Checked By: SMH/kk Distribution: Eastem 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 CLIENT: Argus Development of Texas Inc, c/o Eastern Dev. Report Date: August 17, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project NO.: 0771-2275 SAMPLE DATE: Ju[y 14, 19'98 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM c-lass) TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Batch 84 PLANT/TRUCK: Batch/o 87 MIX ID NUMBER: 8:25 a.m. AIR (%) (ASTM C-231) 8:30 a.m. WATER ADDED (gal): 0 sunny SLUMP (in.) (ASTM C-143) : 4.0 Paving-hand po ur-Turnberry Lane and South Eyebrow, Station 1+50 CONCRETE GYLLNDER COMPRESSIVE STRENGTH TESTS Standard 6" x T2", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER da s TESTED (pounds) (psi) (psi) CGS 81 7 7-21-98 77000 2723 3600/28 da s CGS 82 28 8-11-98 95000 3360 CGS 83 28 8-11-98 98000 3466 CGS 84 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 B C D REMARKS: Technician: Chris Cook FUGRO SOUTH, INC. Checked By: ~ _ SMH/rm Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis