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SC-Coppell MSW-LR001103
FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Datlas, Texas 75229 Ph (972) 484-8301: Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o K A Sparks Report Date: November 3, 2000 PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227 SAMPLE DATE: October 4, 2000 CONTRACTOR: K.A. Sparks TICKET NO.: 7093553 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 87.7 PLANT/TRUCK: 7/1092 CONCRETE TEMP. (°F) (ASTM C.1064): 86.5 MIX ID NUMBER: 16 TIME BATCHED: 10:17 a.m. AIR (%) (ASTM C-231): TIME SAMPLED: 11:00 a.m. WATER ADDED (gal): WEATHER CONDITION: Clear/Windy SLUMP (in.) (ASTM C-143): 7.0 LOCATION OF PLACEMENT: Concession Piers - A/3, A/4, A/5, A.7/6 and Restrooms: B-4, B-5, B.4- 6, C-4 and C-5 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) CMW 57 7 10-11-00 79700 2820 3000/28 days CMW 58 28 11-01-00 109500 3870 CMW 59 28 11-01-00 106200 3760 CMW 60 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest FUGRO SOUTH INC. Reviewed By: ~: ,~ SMH/kp Distribution: K A Sparks Contractors Inc. - Jim Schooler K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 ) City of Coppell - Lee Stone City of Coppell - Larry Davis/' Coppell lSD - Mickey Harper SHW Goup - Mike Elmore SHW Goup - Joe Craddock