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Coppell Heights 9-LR090501
Lv-n CLIENTE MJR Environmental Inc. 7953 Pinkerton Ct. Plano, TX 75025 PROJECT: Coppell Heights 920 S. Belt Line Coppell, Texas GEOSCIENCE ENGINEERING AND TESTING, INC. 1 1 r 0VW c ,,4r1r,'rIJV (BVIL(U, 4 (.(3E W 'WOXL COMPRESSIVE STRENGTH OF CONCRETE REPORT DATE OF REPORT: 5/l/2009 REPORT NO. 08- DM3633 -9a SAMPLE DATE: 4/03/09 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (F): CONCRETE TEMP. ( F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: MJR Engineering 25050658 70° 72° 1:17 PM 2:10 PM Sunny Approach SE side of site. CONCRETE SUPPLIER: Redi -Mix PLANT /TRUCK: P-259 -1348 MIX ID NUMBER: 3000 PSI WATER ADDED (gal): 0 SLUMP (inches) (AST C -143) 5 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12 ", 28.27 square inches CYLINDER NUMBER AGE (Days) DATE TESTED TOTAL LOAD (Ibs) COMPRESSIVE STRENGTH (psi) REQUIRED COMPRESSIVE STRENGTH 1 7 4/10/2009 85,300 3,017 3,000/28 days 2 28 5/1/2009 115,150 4,073 3 28 5/1/2009 117,450 4 154 4 Hold Specification: Making 8 Curing: ASTM C -143 Testing Methods: ASTM C -143, ASTM C -39 GETI Technician: Cody Reviewed by: _ % y Syed S. Afs r, P. Project Engineer Geoscience Engineering Er Testing, Inc 2712 Satsuma Dr. Suite 400 Daltas, Texas 75229 ph# (972) 488 -3500 FAX: 972 - 488 -8844