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Trinity Shores-LR020926GEOTECHNICAL & MATERIALS ENGINEERS COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Ken-Ran Devetopment 2125 N. Josey Lane, Suite 202 Carrot[ton, Texas 75006 DATE OF SERVICE: 09/26/02 PROJECT: Proposed '~THnfty Shore Estates" Sandy Lake Road Copper[, Texas REPORT NO. 02-DM857-30b CONTRACTOR: TICKET NO.: 13604789 AMBIENT TEMP. (°F): 84° CONCRETE TEMP. (°F): 80° TIME BATCHED: 11:34 am TIME SAMPLED: 12:15 pm WEATHER CONDITION: Cloudy/Windy Cates, Courtney E Roebuck, LLC CONCRETE SUPPLIER: Beat[ PLANT/TRUCK: 13 / 16 MIX ID NUMBER: 3,000 psi WATER ADDED (gal): 0 SLUMP (inches) (ASTM C-143) 5 LOCATION OF PLACEMENT: Trinity Court 170' NW from center of Cut-de-sac CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED LOAD (lbs) STRENGTH (psi) STRENGTH (psi) 13 7 09/05/02 118,350 4,186 3,000/28 Days 14 28 09/26/02 123,950 4,384 15 28 09/26/02 124,100 4,389 16 Hotd Specifications: Making Et Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39 GE'~ Technician: Rigo Re~4ewed by: Syed S. GEOSCIF~NCE ENGINEERING & TESTING, INC. GEOTECHNICAL & MATERIALS ENGINEERS CLIENT: PROJECT: COMPRESSIVE STRENGTH OF CONCRETE REPORT Ken-Ran Development 2125 N. Josey Lane, Suite 202 Carrot[ton, Texas 75006 Proposed '~rdnity Shore Estates" Sandy Lake Road Coppetl, Texas DATE OF SERVICE: 09~26/02 REPORT NO. 02-DM857-30a CONTRACTOR: TICKET NO.: 13604770 AMBIENT TEMP. (°F): 83° CONCRETE TEMP. (oF): 79° TIME BATCHED: 9:40 am TIME SAMPLED: 10:30 am WEATHER CONDITION: Cloudy/Windy Cates, Courtney ~- Roebuck, LLC CONCRETE SUPPLIER: Beat[ PLANT/TRUCK: 13 / 125 MIX ID NUMBER: 3,000 psi WATER ADDED (gal): 0 SLUMP (inches) (ASTM C-143) 5 LOCATION OF PLACEMENT: Trinity Cour~ 170' NW from center of Cu(-de-sac CYLINDER AGE DATE TOTAL COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED LOAD (lbs) STRENGTH (psi) STRENGTH (psi) 9 7 09/05/02 99,900 3,533 3,000/28 Days 10 28 09/26/02 123,450 4,366 11 28 09/26/02 125,300 4,432 12 Hotd Specifications: Making E Curing: ASTM C-143 Testing Methods: ASTM C-143, ASTM C-39 t D Reviewed by: Syed S. Af~a~ P.E.~ \ -- Project'E~gineer ~