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Bank One-LR031124
CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94031289.0074 Service Date: October 27, 2003 Client: Bank One Texas NA Attn: Danny Buckner 8111 Preston Suite 250 Dallas TX 75225 'lrr rracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Report Date: November 24, 2003 Project: Bank One - Coppell TX 616 Nodh Denton Tap Rd Coppell, TX Project Number: 94031289 Material Information Specified Strength: 3500 psi @ 28 Days Batch Time: 9:37am Plant: 41 Supplier: TXI Truck No: 716 Ticket No: 3428920 Mix I.D. No.: 8274 Water Added Onsite Before Test: 15 Gallons Water Added Onsite After Test: Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,© F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data 0 Gallons Result 4.00 4.8 76 57 Sample Information Sample Time: 10:30am Date Cast: October 27, 2003 Technician: Michael W. Whyman Weather Conditions: Clear Accumulative Yards: 5 Placement Method: Direct Discharge Sample Locations: See placement location Placement Location: For brick fill @ Denton Tap Road entrance Specification Test Method Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 1 1 6.00 28.27 11/03/2003 1 2 6.00 28.27 11/03/2003 1 3 6.00 28.27 11/24/2003 1 4 6.00 28.27 11/24/2003 ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1064 Age at Test (days) Maximum Compressive Load Strength (lbs) (psi) 7 120,370 4,260 7 110,110 3,890 Average 4,080 28 150,550 5,320 28 152,160 5,380 Average 5,350 Comments: Not tested for plastic unit weight, Services - Obtain samples of fresh concrete at the placement locations, pertorm required field tests and cast compressive strength samples. Technician: Michael W. Whyman Report Distribution: (1) Bank One Texas NA (1) City ct Coppell TX (1) Aguirre Building Systems (1) City of Coppe[I TX Reviewed by: HBC/Terracon usaad P,E. Senior Project Manager The tests were performed in general accordance with a2plicab~e ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Paae I of 1