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SC-Coppell HS-LR000302
FUGRO 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, cio Dal - Mac Construction Co. Coppell High School, Stadium Expansion Coppell, Texas Report Date: March 2, 2000 Project No.: 0791-2208 SAMPLE DATE: February 23, 2000 CONTRACTOR: Cortez Group TICKET NO.: 6118578 AMBIENT TEMP. (°F): 71 CONCRETE TEMP. (°F) (ASTM C-¶064): 78 TIME BATCHED: 4:45 TIME SAMPLED: 5:50 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 6/1045 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 0 SLUMP (in.) (ASTM C-143): 4 Piers #E.5-2.5 light pole standard 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 656 7 03101/00 100000 3540 3000/28 days CHC 657 28 03/22/00 CHC 658 28 03/22/00 CHC 659 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof r~ m r~ [--1 Curing: Methods: ASTM C-39 Fracture: AV~ V~ VI L..JB C D REMARKS: Technician: Thomas Cranford 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 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 2, 2000 Project No.: 0791-2208 SAMPLE DATE: February 2, 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 7082949 41.5 54.0 10:45 a.m. 11:35 a.m. Partly Cloudy CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 - 956 MIX ID NUMBER: 16 AIR (%) (ASTM C-23'1): 3-1/4 WATER ADDED (gal): -0- SLUMP (in.) (ASTM C-143): 5.0 Piers -Top 1/4 of A/24, B/24, bottom 1/2 O.A/23 CONCRETE CYLINDER CO,,MPRESSlVE sTRENGTH TESTs i :: 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 520 7 02-09-00 99000 3500 3000/28 days CHC 521 28 03-01-00 126000 4460 CHC 522 28 03-01-00 124000 4390 CHC 523 Hold Fracture mode is (A) unless o~hem,,ise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~i] [~ [i~I r-1 curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest SMH/bg Distribution: FUGRO SOUTH INC. 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