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Denton Tap L2R BA-LR010322
FUGRO SOUTH, INC. - 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Preston En§ineering Report Date: March 22, 2001 PROJECT: Everybody Fits, Coppell, Texas Project No.: 0701-2035 SAMPLE DATE: February 19, 2001 CONTRACTOR: Preston Engineering TICKET NO.: 737539 CONCRETE SUPPLIER: Pioneer AMBIENT TEMP. (=F): 56 PLANT/TRUCK: 27/217 CONCRETE TEMP. (:F) (ASTM C-1064): 63 MIX ID NUMBER: 9325 TIME BATCHED: 10:25 AIR (%) (ASTM C-231): TIME SAMPLED: 10:50 WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 4.50 LOCATION OF PLACEMENT: First floor slab D.5 @7.5 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) EFC 1 7 02/26/01 98900 3500 3000/28 days EFC 2 28 03/19/01 140200 4960 EFC 3 , 28 03/19/01 137300 4860 EFC 4 Hold I S,3ecifications: Making & ASTM C-31 Testing ASTM C-143. i Fracture mode is (A) unless otherwise noted · iTypesof ~ J~j J~71 J-J Curing: Methods: ASTM C-39 Fracture: A lB C D REMARKS: Technician: Zia Masumi FUGRO SOUTH INC. Reviewed By: SMH/rm Distribution: Preston Engineering - Timothy D. McMahon, P.E.