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Bank One-LR030905CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94031289.0026 Service Date: August 28, 2003 'll'erracan 8901 Carpenter Fpc¢/, Ste #100 Dallas. Texas 75247 (214) 630-1010 Client: Bank One Texas NA Attn: Danny Buckner 8111 Preston Suite 250 Dallas TX 75225 Report Date: September 05, 2003 Project: Bank One - Coppell TX 616 North Denton Tap Rd Coppell, TX Project Number: 94031289 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 2:23am Supplier: LDJ Truck No: 747 Mix I.D. No.: 660AB Plant: 02 Field Test Data Test Ticket No: 34947 Sample Information Sample Time: 3:55am Date Cast:August 28, 2003 Technician: Eddie A. Elrod Weather Conditions: Clear Placement Method: Direct Discharge Sample Locations: See attached sketch Placement Location: Paving Result Specification Test Method 5.75 ASTM C-143 3.8 ASTM C-231 88 ASTM C-1064 76 ASTM C-1064 Slump, inches: Air Content, %: Concrete Temperature, o F: Ambient Temperature, o F: Plastic Unit Weight, pcf: Laboratory Test Data 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 09~04~2003 7 78,190 2,760 1 2 6.00 28.27 0910412003 7 81,850 2,890 Average 2,830 1 3 09/25/2003 28 1 4 0912512003 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 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94031289.0026 Service Date: August 28, 2003 'lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Bank One Texas NA Attn: Danny Buckner 8111 Preston Suite 250 Dallas TX 75225 Report Date: September 05, 2003 Project: Bank One - Coppell TX 616 North Denton Tap Rd Coppell, TX Project Number: 94031289 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 3:05am Supplier: LDJ Truck No: 728 Mix I.D. No.: 660AB Plant: 02 Field Test Data Test Ticket No: 49878 Sample Information sample Time: 5:35am Date Cast: August 28, 2003 Technician: Eddie A. Elrod Weather Conditions: Clear Accumulative Yards: 130 Placement Method: Direct Discharge Sample Locations: See page 1 Placement Location: See page 1 Result Specification Test Method Slump, inches: 5.75 ASTM C-143 Air Content, %: 4.3 ASTM C-231 Concrete Temperature,© F: 89 ASTM Co1064 Ambient Temperature, o F: 77 ASTM C-1064 Plastic Unit Weight, pcf: Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Load Strength No. ID (inches) (sq. inches) Tested (days) (lbs) (psi) 2 1 6.00 28.27 09/04/2003 7 73,690 2,610 2 2 6.00 28.27 09/04/2003 7 77,630 2,750 Average 2,680 2 3 09/25/2003 28 2 4 09/25/2003 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. Technician: Eddie A. Elrod Report Distribution: (1) Bank One Texas NA (1) City of Coppell TX (1) A§uirre Building Systems (1) City of Coppelf TX Reviewed by: Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or OOT 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 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94031289.0027 Service Date: August 28, 2003 'lrerracon 8901 Carpenter Fn,vy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Bank One Texas NA Attn: Danny Buckner 8111 Preston Suite 250 Dallas TX 75225 Report Date: September 05, 2003 Project: Bank One - Coppell TX 616 North Denton Tap Rd Coppell, TX Project Number: 94031289 Material Information Specified Strength: 3000 psi @ 28 Days Batch Time: 11:05am Supplier: LDJ Truck No: 739 Mix I.D. No.: 50A Plant: 02 Ticket No: Field Test Data Test Sample Information Sample Time: 12:30pm Date Cast:August 28, 2003 Technician: Eddie A. Elrod Weather Conditions: Partly cloudy Accumulative Yards: 10 Placement Method: Pump Sample Locations: C-.3/1 Placement Location: Grade beam for entire building Note: Wrong mix designed placed, it was approved by Structural Engineer before placement. Result Specification Test Method 5.78 3-5 ASTM C-143 6.6 ASTM C-231 95 ASTM C-1064 92 ASTM C-1064 Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, o F: Plastic Unit Weight, pcf: LaboratorF Test Data 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 09/04/2003 7 71,980 2,550 1 2 6.00 28.27 09/04/2003 7 74,390 2,630 Average 2,590 1 3 09/25/2003 28 1 4 09/25/2003 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. Technician: Eddie A. Elrod Report Distribution: (1) Bank One Texas NA (1) City of Coppell TX (I) Aguirre Building Systems (1) City of Coppelt TX Reviewed by: Hussein H. Abusaad, 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