ST0502B- LR151120 (2)ALLIPM'ICE
GEOTECHNICRL
GROUP
Acct ID: 1770
Report Date: 11/20/2015
Project: Freeport Parkway North
Location: Concrete
Client: City 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: 11/19/2015
Sampled By: Vernon Smith
By Order Of: Walter
Order Number: 1770
LAB NO: 197868-1
TEST RESULTS Report No: 197868-1
Page 1 of 1
We visually inspected the reinforcing steel on retaining wall. 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.
Wall: Retaining wall
• Drawing Date: 1/23/15 Date: 11/19/15
• Details Referenced: Sheet #37, Wall #5, Station 1+58.01
Front wall #5 rebar Al, A2, A3, A4 spaced 15" vertical and 12" horizontal
Back wall #9 rebar B1, B2, B3, B4 spaced 5" vertical and 12" horizontal
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara�vET, 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.