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ST0502B- LR160208RLLIf'M'ICE {(�;G GEOTecVicnL tet' GROUP - Acct ID: 1770 Report Date: 02/08/2016 Project: Freeport Parkway North Location: Rebar Inspection Client: Citv of REPORT: Reinforcing Steel Inspection Consulting Engineering * Geotechnical Engineering * Construction Materials 3228 Halifax Street, Suite A, Dallas, Texas 75247 Phone: (972) 444-8889 Fax: (972) 444-8893 File No: C15-0812 Date Sampled: 02/04/2016 Sampled By: Lloyd Burtsell By Order Of: Walter Order Number: 1770 LAB NO: 202974-1 TEST RESULTS Report No: 202974-1 Page 1 of 1 We visually inspected the reinforcing steel for paving. Our inspection included verifying the proper size of the reinforcing steel including diameter, length, bends and anchorage, and the grade and the location of the bars including spacing and cover. We also verified proper splicing, checked stability of tying, and checked the reinforcing steel for excessive rust deposits. Paving: Stampled • Drawing Date: 1/23/2015 • Details Referenced: Sheet 3 of 128 at Station 97+02 approach at Freeport Parkway and Sandy Lake, #4@18" OC EW • Remarks: Rebar clean, chairs in place, all debris removed prior to pour Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy) Respectfully Submitted, Alliance Geotechnical Group Perry C. Kakara, SET, CME Department Manager THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.