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Trinity Shores-LR020925
GEOSCIENCE. ENGINEERING & TESTING, INC. GEOTECHNICAL & MATERIALS ENGINEERS COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ken-Ran Development 2125 N. Josey Lane, Suite 202 Carrot[ton, Texas 75006 DATE OF SERVICE: 09/25/02 PROJECT: Proposed '~rinity Shore Estates" Sandy Lake Road Coppet[, Texas REPORT NO. 02-DM857-29a CONTRACTOR: TICKET NO.: 89014604 AMBIENT TEMP. (°F): 84° CONCRETE TEMP. (°F): 86° TIME BATCHED: 9:40 am TIME SAMPLED: 10:00 am WEATHER CONDITION: Ctoudy/Windy LOCATION OF PLACEMENT: Cates, Courtney E Roebuck, LLC CONCRETE SUPPLIER: Beau PLANT/TRUCK: 89 / 122 MIX ID NUMBER: 4,000 psi WATER ADDED (gal): 0 SLUMP (inches) (ASTM C-143) 7 Station # 7+49 on Cut-de-sac CYLINDER NUMBER AGE (days) DATE TESTED 09/04/02 TOTAL LOAD fibs) 91,750 COMPRESSIVE STRENGTH (psi) 3,245 6 28 09/25/02 113,950 4,030 7 28 09/25/02 115,700 4,092 8 Hotd REQUIRED COMPRESSIVE STRENGTH (psi) 4,000/28 Days Specifications: Making E Curing: ASTM C-143 Testing Methods: ASTM C-143~ ASTM C-39 GE'TI Technidan: Rigo Reviewed by: