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Coppell Greens 1-LR 980908FUGRO SOUTH, INC. s ~~~ ~~~ 2880 Virgo Lane; Gallas, 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: September 8, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 9, 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 90 PLANTlTRUCK: Batch/0 93 MIX ID NUMBER: 9:25 AIR (%) (ASTM C-231) 9:30 WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143) : 4 Paving: Hand pour, street, Turnberry Lane, stati on 8+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 (days) TESTED (pounds) (psi) (psi) CGS 57 7 07/16/98 80000 2829 ~' 3600/28 days CGS 5$ 28 08/06/98 92000 3254' CGS 59 28 08/06!98 94000 3325"' CGS 60 56 09/03/98 105000 3714 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of Curing: Methods: ASTM C-39 ® ~ a Fracture: A B C D REMARKS: "Does not meet required compressive strength at 28 days. "Revised to reflect corrected required compressive strength. Technician: Chris Cook FUGRO SOUTH, INC. Checked By. / ---` SMHlmv ~~ Distribution: Eastern Development -Preston Skaggs J Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO SOUTH, INC. '~Lif'afRO ry~ 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: September 8, 1998 PR0.IECT: Coppell Greens, Phase I, Coppell, Texas PrOjeCt NO.: 0771-2275 SAMPLE DATE: July 8, 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 103 PLANT/TRUCK: Site 94 MIX ID NUMBER: 3500 4:15 AIR (%) (ASTM C-231) : 5/147 4:30 WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143) : 2.5 Paving: Kilpartick, station 27+00 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 49 7 07/15/98 64000 2263 3000/28 days CGS 50 28 08/05/98 80000 2829" CGS 51 28 08/05/98 81000 2865" CGS 52 56 09/02/98 88000 3112 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 C B REMARKS: 'Does not meet required compressive strength at 28 days. Technician: Larry Wse SMH/rm Distribution FUGRO SOUTH, INC. Checked By. ~; C, tastern uevelopmenc - rreston arcaggs Metro-Plex Excavating -Paul Bosco ,L~= City of Coppell -Larry Davis C, C(~ FUGRO SOUTH, INC. ° GR~ ~~` ~~~ 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: September 8, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project NO.: 0771-2275 SAMPLE DATE: July 8, 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 103 PLANTITRUCK: Site 92 MIX ID NUMBER: 3500 3:00 AIR (%) (ASTM C-231) : 5/147 3:15 WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143) : 2.5 Paving: Kilpatrick Lane, station 25+00 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 45 7 07/15/98 63000 2224 ~ 3000/28 days CGS 46 28 08/05/98 80000 2829" CGS 47 28 08/05/98 83000 2935" CGS 48 56 09/02/98 90000 3183 ~"'~~ 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: 'Does not meet required compressive strength at 28 days. Technician: Larry Wise FUGRO SOUTH, INC. Checked 8y: SMH/rm Q~L ~ i; Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco /% City of Coppell -Larry Davis FUGRO SOUTH, INC. ~GRO . ~~. •~~ ~~tia 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: September 8, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project NO.: 0771-2275 SAMPLE DATE: July 8, 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 90 PLANT/TRUCK: Site 92 MIX ID NUMBER: 3500 1:00 AIR (%) (ASTM C-231) : 5/146.8 1:15 WATER ADDED (gal): 0 Clear/sunny SLUMP (in.) (ASTM C-143) : 2.5 Paving: Kilpartick Lane, station 21+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 (days) TESTED (pounds) (psi) (psi) CGS 41 7 07/15/98 66000 2334 ~ 3000/28 days CGS 42 28 08/05/98 80000 2829" CGS 43 28 08/05/98 78000 2759' CGS 44 56 09/02/98 87000 3077 '~ 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 C B REMARKS: 'Does not meet required compressive strength at 28 days. Technician: Larry Wise FUGRO SOUTH, INC. Checked B ~ SMH/rm Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis ~. r --_ FUGRO SOUTH, INC. ~IGRO ~~ ~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: September 8, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 ~ SAMPLE DATE: July 8, 1998 ~ CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM c-Cosa): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete 0 CONCRETE SUPPLIER: Site 89 PLANT/TRUCK: Site 90 MIX ID NUMBER: 3500 9:45 AIR (%) (ASTM C-231) : 5/145.6 9:55 WATER ADDED (gal): 0 Partly cloudy SLUMP (in.) (ASTM C-143) : 2 Paving: Kilparick Lane, station 16+85 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 37 7 07/15/98 64000 2263 3000128 days CGS 38 28 08/15/98 78000 2759" CGS 39 28 08/05/98 80000 2829" CGS 40 56 09/02/98 91000 3218 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of F t A ® ® C ~ D Curing: Methods: ASTM C-39 ure: rac B REMARKS: "` Does not meet required compressive strength at 28 days. 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. ~~ ~~~ ~~~ 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: September 8, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 9, 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-10641: TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Batch 103 PLANT/TRUCK: Batch/0 95 MIX ID NUMBER: 3:55 AIR (%) (ASTM C-231) 4:00 WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143) : 4.5 Paving: Hand pour, cul-de-sac, Fallkirk Court, station 3+00 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 61 7 07/16/98 82000 2900 3600/28 days CGS 62 28 08/06/98 95000 3360* CGS 63 28 08/06/98 92000 3254* CGS 64 56 09/03/98 103000 3643 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: * * Does not meet required compressive strength at 28 days. *Revised to reflect corrected required compressive strength. 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 FUGRO SOUTH, INC. r - ~ __~~ -~, __ 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: September 8, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 11, 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 90 PLANTITRUCK: Batch/0 88 MIX ID NUMBER: 10:55 AIR (%) (ASTM C-231) : 5.2 11:00 WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143) : 4.0 Paving: Hand pour, intersection Fallkirk and Kilbridge, station 17+31.2 7 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 73 7 07/18/98 80000 2829 3600/28 da s CGS 74 28 08/08/98 99000 3501* CGS 75 28 08/08!98 101000 3572* CGS 76 56 09/05/98 107000 3784 Fracture mode is (A) unless otherwise noted Speaficadons: Making & ASTM C-31 Testing ASTM C-143, ASTM C 39 M h d Types of F t r : A ® ® ~ Curing: - et s: o rac u e D B C REMARKS: * Does not meet required compressive strength at 28 days. Technician: Chris Cook FUGRO SOUTH, fNC. Checked By: SMH/rm Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis ,~<k-; :2