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Wagon Wheel-LR081205
CONSULTING SERVICES, INC. 2530 Electronic Lane, Suite 710 Dallas, Texas 75220 Phone (214) 351-5633 Fax (214) 351-5680 L,UIlCrele 1 e~l1Ilg KepUll Project Name: Wagon Wheel Storage Building Client Name: City of Coppell GME Project No.: Date: 08.05.0269-0010 12/05/08 FIELD TEST DATA Location of Pour When Sampled: Piers' G-2, B 2-24 and A-2 Contractor: Jamail & Smith Construction Supplier/Plant: Southern Star # 125 Sampled By: Bill Harvey Time Batched: 11: 15 a.m. Delivery Ticket No.: 1419388 Sampled: 12:20 p.m. Truck No: 7039 Mix ID No.: 9453 Temperature: Air: Slump (inches): 570 530 Load Size (cu. yds.):----1L Total Pour (cu. yds.): 20/54 Concrete: Air Content (%): -=-- Water Added on Site: 1 0 gallons* 4.75 COMPRESSIVE STRENGTI-I TEST RESULTS Specimen Type: C linders Test Method: ASTM C-39 x , ASTM C-1231 , ASTM C-617 Set No. Lab No. Type Cure Date Tested Age in Days Failure Load Specimen Are: Compressive (lbs.) (sq. in.) Strength (PSI) 1 C-5741 Lab 12/12/08 7 122,270 28.27 4324 1 C-5742 Lab 01/02/09 28 28.27 1 C-5743 Lab 01/02/09 28 28.27 1 C-5744 Lab H 28.27 SPECIFIED STRENGTII 4000 psi Remarks: *water added by Jamail & Smith superintendent I Briofing' Ref,,'n" GME report # 0' 05 07690009 Travel Time: I GME Representative: Bill Harve~ Reviewed By: nmc ~ ?k~~