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DFW Airport-LR170608 REINFORCING STEEL OBSERVATIONS REPORT Report Number:94161360.1024 Service Date:06/08/178901 Carpenter Fwy Ste 100 Report Date:06/18/17 Dallas, TX 75247-4547 214-630-1010 Reg No: F-3272 ClientProject Logistics Center II LLCLogistics Center II Attn: Pat Perot2601 West Bethel Rd 5430 LBJ Fwy Ste 1200DFW Permit #A16-005 Dallas, TX 75240DFW Airport, TX 75261 Project Number: 94161360 PROJECT DATA Drawings Utilized:Sheets/Details: C7.05 Locations/Items Observed:Pavement, turn lane at center of Bethel Drive Test Method:Visual Observation REPORT OF OBSERVATION ITEMS OBSERVEDCORRECTINCORRECTITEMS OBSERVEDCORRECTINCORRECT ITEMS OBSERVEDCORRECTINCORRECT Placing Drawings Bar Length and ShapeColumn Tie Spacing & Type XX Approved Bar SizeProper Bar PlacementStirrup Spacing & Type XX Bar GradeProperly TiedWelded Splices XX Rebar CleanDowel Bars in PlaceMechanical Splices XX Trash & Debris Removed Proper Bar SupportsLapped Splices XXX Number of Bars Proper Cover/Clearance XX Discrepancies/Comments: No discrepancies were noted at the time of this observation. Services: Reinforcing steel (rebar) placement observation. Terracon Rep.: Kaleb Womack Reported To: Contractor:Hillwood Construction Report Distribution: See attached distribution list. Reviewed By:____________________________________ David A. Belcher, P.E. Senior Project Materials Engineer 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. R940003, 04-24-17, Rev.1 Page 1 of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