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Coppell Greens 1-LR 980810
FUGRO 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 10, 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 89 PLANT/TRUCK: Site 90 MIX ID NUMBER: 3500 7:30 AIR (%) (ASTM C-231) : 4.5/148.0 7:40 WATER ADDED (gal): 0 Clear/sunny SLUMP (in.) {ASTM c-1a3) : 2.5 Paving: Dalmicheal Lane, station 4+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 da s TESTED (pounds) (psi) (psi) CGS 33 7 07/15/98 72000 2546 3000/28 da s CGS 34 28 08/05/98 88000 3112 CGS 35 28 08/05/98 90000 3183 CGS 36 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 C D B REMARKS: `Does not meet required compressive strength at 28 days. Revised to reflect corrected required compressive strength. Technician: Larry Wise FUGRO SOUTH, INC. Checked By: SMH/kp Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO 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 10, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 7, 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 PLANTlTRUCK: Site 84 MIX ID NUMBER: 3500 8:00 AIR {%) (ASTM C-231) : 5/148 8:15 WATER ADDED (gal): 0 Partly cloudy SLUMP (in.) (ASTM c-143) : 2.0 Paving: Fallkirk Drive, station 18+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 9 7 07/14/98 65000 2299 3000/28 da s CGS 10 28 08/04/98 86000 3042 CGS 11 28 08/04/98 87000 3077 CGS 12 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of F t ® ® ~ Curing: Methods: ASTM C-39 rac ure: A D C B REMARKS: Revised to reflect corrected required compressive strength. Technician: Larry Wise FUGRO SOUTH, INC. _.__~- Checked By: -~- SMH/kp Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO SOUTH, INC. ~GiRO . ~~ ^~~ ~~\~ 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. RepOlt Date: August 10, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas PrOjeCt NO.: 0771-2275 SAMPLE DATE: July 7, 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 PLANTlTRUCK: Site 95 MIX ID NUMBER: 3500 3:30 AIR (%) (ASTM c-231) : 5/145.6 3:45 WATER ADDED (gal): 0 Sunny SLUMP (In.) (ASTM C-143) : 2 Paving: Dalmalley Lane, station 6+50 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER NUMBER AGE da s DATE TESTED LOAD (pounds) STRENGTH {psi) STRENGTH (psi) CGS 25 7 07/14/98 65000 2299 3000128 da s CGS 26 28 08/04/98 90000 3183 CGS 27 28 08/04/98 93000 3289 CGS 28 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Curing: Testing ASTM C-143, Methods: ASTM C-39 Types of Fracture: A ® B ® C © D REMARKS: 'Does not meet required compressive strength at 28 days. Revised to reflect corrected required compressive strength. Technician: Larry Wise FUGRO SOUTH, INC. Checked By: ~_-~ SMH/kp Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO SOUTH, INC. ORO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Angus Development of Texas Inc, c/o Eastern Dev. Report Date: August 10, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas P~OjeCt NO.: 0771-2275 SI~I~PL,.E! Q;r'4T~: Ju11~ T~ '~9g8 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-10841: TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: Site 104 PLANT/TRUCK: Site 95 MIX ID NUMBER: 3500 6:30 AIR (%) (ASTM C-2311: 4.5/145.0 6:45 WATER ADDED (gal): 0 Sunny SLUMP (in.) (ASTM C-143) : 2 Paving: Kilmichael Lane, station 1+50 - Ca~CR~TE C~t`Lli~1l~ER GO~If~RESSI~E STRE1~fGTH TESTa '' Startd8~rd 6" x 1Z", 28.27 squaice inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER NUMBER AGE da s DATE TESTED LOAD (pounds) STRENGTH (psi) STRENGTH (Psi) CGS 29 7 07/14/98 90000 2476 3500/28 da s CGS 30 28 08/04/98 90000 3183* CGS 31 28 08/04/98 87000 3077* CGS 32 56 09/07/98 Specifications: Making 8 ASTM C~1 Curing: Testing ASTM C-143, Methods: ASTM C-39 Fracture mode is (A) unless otherwise noted Types of Fracture: A ® B ® C ~ D REMARKS: * Does not meet required compressive strength at 28 days. Technician: Larry wse FUGRO SOUTH, INC. Checked By: ~ !, SMH/kp Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Lary Davis FUGRO 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 10, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 ~ SAMPLE DATE: July 7, 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 101 PLANTITRUCK: Site 94 MIX ID NUMBER: 3500 2:00 AIR (%) (ASTM C-231) : 4.5/146 2:10 WATER ADDED (gal): 0 Partly cloudy SLUMP (in.) (ASTM c-143} : 2.5 Paving: Dalmal ley Lane, station 1 +00 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER NUMBER AGE da s DATE TESTED LOAD (pounds) STRENGTH (psi) STRENGTH (psi) CGS 21 7 07!14/98 70000 2476 3000128 da s CGS 22 28 08/04/98 90000 3183 CGS 23 28 08/04/98 91000 3218 CGS 24 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Curing: Testing ASTM C-143, Methods: ASTM C-39 Types of Fracture: A ® B ® C ~ D REMARKS: "Does not meet required compressive strength at 28 days. Revised to reflect corrected required compressive strength. Technician: Larry Wise FUGRO SOUTH, INC. Checked By: ~------ SMH/kp Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis FUGRO SOUTH, INC. ~[;;RO •~ ~~~ 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 10, 1998 PROJECT: Coppell Greens, Phase I, Coppell, Texas Project No.: 0771-2275 SAMPLE DATE: July 7, 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 92 PLANTITRUCK: Site 89 MIX ID NUMBER: 3500 11:30 AIR (%) (ASTM C-231) : 5/147 11:45 WATER ADDED (gal): 0 Partly cloudy SLUMP (in.) (ASTM C-143) : 2.5 Paving: Fallkirk Drive, station 13+50 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYLINDER NUMBER AGE da s DATE TESTED LOAD (pounds) STRENGTH (psi) STRENGTH (Psi) CGS 17 7 07/14/98 84000 2971 3000/28 da s CGS 18 28 08/04/98 105000 3714 CGS 19 28 08/04/98 107000 3784 CGS 20 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & Curing: ASTM C-31 Testing ASTM C-143, Methods: ASTM C-39 Types of Fracture: A ® B ® C ~ D REMARKS: Revised to reflect corrected required compressive strength. Technician: Larry Wise FUGRO SOUTH, INC. Checked By: ~ SMH/kp Distribution: Eastern Development -Preston Skaggs Metro-Plex Excavating -Paul Bosco City of Coppell -Larry Davis