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SC-Coppell HS-LR000303FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Stadium Expansion Coppell, Texas Report Date: March 3, 2000 Project No.: 0791-2208 SAMPLE DATE: February 24, 2000 CONTRACTOR: TICKET NO.: 7083900 AMBIENT TEMP. (°F): 79 CONCRETE TEMP. (°F) (ASTM C-1064): 75 TIME BATCHED: 4:05 TIME SAMPLED: 4:40 WEATHER CONDITION: Overcast LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/182 MIX ID NUMBER: 42 AIR (%) (ASTM C-231): WATER ADDED (gal): 5 SLUMP (in.) (ASTM C-143): 5.50 South exterior wall east half, sampled at 20 feet east off west end of wall 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) CHC 664 7 03/02/00 112000 3960 4000/28 days CHC 665 28 03/23/00 CHC 666 28 02/23/00 CHC 667 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~] ~ ~ F"] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis / Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75:)2g Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 3, 2000 PROJECT: Coppell High School, Stadium Expansion Project NO.: 0791-2208 Coppell, Texas SAMPLE DATE: February 3, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: DaI-Mac - Cortez Group 3098579 CONCRETE SUPPLIER: Lattimore 62.6 PLANT/TRUCK: 3 / 964 56.8 MIX ID NUMBER: 16 11:19 a.m. AIR (%) (ASTM C.23'1): 1.5 12:05 p.m. WATER ADDED (gal): Clear SLUMP (in.) (ASTM C.143): 5.0 Piers - A.3/21.5, Bl/21.5 and AB.1/22.1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPEClFIEO COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 524 7 02-10-00 97000 3430 3000/28 days CHC 525 28 03-02-00 121000 4280 CHC 526 28 03-02-00 118000 4170 CHC 527 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 TeslJng ASTM C-143, Types°f ~] [~ ~;1 0 Cudng: Methods: ASTM C-39 Fracture: A B C D ,,, REMARKS: Technician: Phillip Forrest FUGRO SOUTH INC. Reviewed By: ~ SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppeil lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 VIrgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF MORTAR CUBES Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Stadium Expansion Coppell, Texas Report Date: March 3, 2000 Project No.: 0791-2208 SAMPLE DATE: February 24, 2000 Contractor: Method of Test: Sample Location: Time Batched: Results ! Remarks: Dal Mac ASTM C-109 Column, Area E ED-E4 Type N Time Sampled: SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq. in.) (lbs.) (psi) (psi/days) CHC 7 7 03/02/00 4.0 2570 640 750/28 CHC 8 7 03/02/00 4.0 2800 700 CHC 9 7 03/02/00 4.0 2490 620 CHC 10 28 03/23/00 4,0 CHC 11 28 03/23/00 4.0 CHC 12 28 03/23/00 4.0 - Remarks: Ambient temperature: 70° Mortar temperature: 66° Mike Flute Technician FUGRO SOUTH INC. SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford Reviewed By: