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Bank One-LR030919
REPORT OF ULTRASONIC OBSERVATION 'll'erracan Dallas, Texas 75247 DATE OF SERVICE: CLIENT NO.: CLIENT: 09/t 9/03 17776 Bank One Texas NA 8111 Preston Suite 250 Dalhts, Texas 75225 REPORT NO,: PROJECT No.: PROJECT: 94031289.0051 94031289 Bank One - Coppell TX 616 North Denton Tap Rd Coppell, Texas [NSTRUMENT/SN: CERTIFICATION DATE: PURPOSE OF TEST: SPECIFICATION: TEST METHOD: QTE/9091132 12-02 Weld Obervation AWS D1.1-2002 Shear Wave REPORT OF INSPECTION LONG. FREQ./SIZE: SHEAR FREQ./S[ZE: CALIBRATION: COUPLANT: SCAN SENSITIVITY; 2.25 MHZ/l" dia. 2.25 MHZ/70© I1W/DSC Block Cellulose 62 DB ITEM QUANTITY DESCRIPTION RESULTS I Drive-Thru Area, Root' Level, moment connection welds: I a. At Line F/8 Comply b. At Line F/5 Comply Technician: R. Walcker, Level I1 Report Distribution: (1) Bank One Texas NA (1) City of Coppell TX (1) Aguirre Building Systems (1) City of Coppell TX 'lrerracan Hussein H. Abusaad, P.E. Senior Project Manager CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 94031289.0042 Service Date: September 11, 2003 ll'erracan 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 19, 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: 1:48am Plant: 2 Supplier: LDJ Truck No: 747 Ticket No: 116051 Mix I.D. No.: 60 Water Added Onsite Before Test: 25 Gallons Water Added Onsite After Test: 0 Gallons Sample Information Sample Time: 3:00am Date Cast: September 11, 2003 Technician: James C. Blackwell Weather Conditions: Overcast,mild Accumulative Yards: 40 Placement Method: Chute Sample Locations: 50' W & 5' N of NW corner of bldg. Placement Location: Paving, W side Parking Lot & Entry off of Denton Tap. Field Test Data Test Result Specification Test Method 5.00 ASTM C-143 5.1 ASTM C-231 85 ASTM C-1064 67 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 09/18/2003 7 105,450 3,730 1 2 6.00 28.27 09/18/2003 7 96,060 3,400 Average 3,570 1 3 10/09/2003 28 1 4 10/09/2003 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 Ln 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 Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST Report Number: 940312890042 Service Date: September 11, 2003 lrerracan 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Bank One Texas NA Attn: Danny Buckoer 8111 Preston Suite 250 Dallas TX 75225 Report Date: September 19, 2003 Project: Bank One - Coppell TX 616 Nodh Denton Tap Rd Coppell, TX Project Number: 94031289 Material Information Specified Strength: 4000 psi ~ 28 Days Batch Time: 2:32am Supplier: LDJ Truck No: 728 Mix I.D. No.: 60 Water Added Onsite Before Test: 10 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches: 5.09 Air Content, %: 4.2 Concrete Temperature, o F: 86 Ambient Temperature, o F: 71 Plastic Unit Weight, pcf: Plant: 2 Ticket No: 50275 Sample Information sample Time: 4:22am Date Cast: September 11,2003 Technician: James C. Blackwel[ Weather Conditions: Overcast- Mild Accumulative Yards: 100 Placement Method: Chute Sample Locations: 40' W & 20' S of SW corner of bldg. Placement Location: See page 1 Specification Test Method ASTM C-143 ASTM C-231 ASTM C-1064 ASTM C-1064 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 09/18/2003 7 77,800 2,750 2 2 6.00 28.27 09/18/2003 7 76,310 2,700 Average 2,730 2 3 10/09/2003 28 2 4 10/09/2003 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: James C. Blackwell Report Distribution: (1) Bank One Texas NA (1) City of Coppell TX (1) Aguirre Building Systems (1) City of Coppe]l TX Reviewed by: HBCFferracon Hussein H. Abusaad, P.E. Senior Proiect 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 Page 2 of 2