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Bank One-LR030929CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94031289.0050 Service Date: September 20, 2003 ll'errecan 8901 Carpenter Fn~y, Ste #100 Datlas, Texas 75247 (214) 630-10t0 Client: Bank One Texas NA Attn: Danny Buckner 8111 Preston Suite 250 Dallas TX 75225 Report Date: September29, 2003 Project: Bank One - Coppell TX 616 North Denton Tap Rd Coppell, TX Project Number: 94031289 Material Information Specified Strength: 3500 psi @ 28 Days BatchTime: 1:18am Plant: 1 Supplier: LDJ Truck No: 725 Ticket No: 50125 MLx I.D. No.: 600A Water Added Onsite Before Test: 10 Gallons Field Test Data Test Result Slump, inches: 5.25 Air Content, %: 2.5 Concrete Temperature, o F: 75 Ambient Temperature, o F: 60 Plastic Unit Weight, pcf: Laboratory Test Data Sample Information Sample Time: 2:35am Date Cast: September 20, 2003 Technician: Thomas J. Cleaver Weather Conditions: Clear Accumulative Yards: 30 Placement Method: Pump Truck Sample Locations: See attached sketch Placement Location: Pavement, Drive-thru Lanes Specification Test Method ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1064 Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (.sq. inches) Tested (days) (Lbs) (psi) 1 1 6.00 28.27 09/27/2003 7 105,850 3,740 1 2 6.00 28.27 09/27/2003 7 112,100 3,960 Average 3,850 1 3 10/18/2003 28 1 4 10/18/2003 28 Comments: Not tested for plastic unit weight, Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. The tests were performed in general accordance with applicable ASTM, AASHTO, °r DOT test meth°ds 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 Page t of 2 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 940312890050 Service Date: September 20, 2003 'll'erracan 6901 Carpenter Frwy, Ste//100 Dallas, Texas 75247 (214) 630-1010 Client: Bank One Texas NA Attn: Danny Buckner 8111 Preston Suite 250 Dallas TX 75226 Report Date: September 29, 2003 Project: Bank One - Coppell TX 616 North Denton Tap Rd Coppell, TX Project Number: 94031289 Material Information Specified Strength: 3500 psi @ 28 Days Batch Time: 3:21am Plant: 1 Supplier: LDJ Truck No: 748 Ticket No: 35246 Mix I.D. No.: 600A Water Added Onsite Before Test: 10 Gallons Field Test Data Test Result Slump, inches: 6.50 Air Content, %: 3.5 Concrete Temperature,© F: 75 Ambient Temperature, © F: 60 Plastic Unit Weight, pcf: Laboratory Test Data Sample Information Sample Time: 4:45am Date Cast: September 20, Technician: Thomas J. Cleaver Weather Conditions: Clear Accumulative Yards: 110 Placement Method: Pump Truck Sample Locations: See attached sketch Placement Location: See page 1 Specification Test Method ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1064 Set Specimen Diameter Area Date No. ID (inches) (sq. inches) Tested 2 1 6.00 28.27 09/27/2003 7 84,220 2,980 2 2 6.00 28.27 09/27/2003 7 88,200 3,120 Average 3,050 2 3 10/18/2003 28 2 4 t 0/18/2003 28 Age at Maximum Compressive Test Load Strength (days) (lbs) (psi) 2003 Comments: Not tested for plastic unit weight, Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Technician: Thomas J. Cleaver Report Distribution: (1) Bank One Texas NA (1) City of Coppell TX (1) Aguirre Building Systems (1) City of Coppell TX Reviewed by: HBC/Terracon ~aad, P.E Senior Project Manager The tests were performed in general accordance with applicable 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 Consulting Engineers & Scientists