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ST0701-LR091203REINFORCING STEEL OBSERVATIONS REPORT Irerracon Report Number: 94091193.0045 Service Date: 11/25/09 8901 Carpenter Frwy. Report Date: 12/03/09 Dallas, TX 75247 214 - 630 -1010 Reg No: F -3272 Client Project City of Coppell TX Southwestern Boulevard Attn: Keith Marvin Coppell Road to Grapevine Creek PO Box 9478 Coppell, TX Coppell, TX 75019 Proiect Number: 94091193 PROJECT DATA Drawings Utilized: SC1.1 Locations/Items Observed: Bent Cap, Bent #2 and #3 Test Method: Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tle Spacing & Type Bar Size X Proper Bar Placement X Stirrup Spacing & Type Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars In Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover /Clearance X Discrepancies /Comments: No discrepancies were noted at the time of this observation. Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Michael W. Whyman Reported To: Contractor: Lacy Constriction Report Distribution: (1) City of Coppell TX (1) City of Coppell TX (1) City of Coppell TX (2) Halff Assoc Inc Reviewed By: ZW/ (1) Lacy Construction LIP PacTrust Pacific Realty Associates Eric J. eland, 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 consent of our company. 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 I of I dgr