ST0502B- LR151211RLLIW"ICE
_
GROUP
Acct ID: 1770
Report Date: 12/11/2015
Project: Freeport Parkway North
Location: Concrete
Client: City of Coppell
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: 12/09/2015
Sampled By: Mantry Dedrick
By Order Of: Walter
Order Number: 1770
LAB NO: 199041-1
TEST RESULTS Report No: 199041-1
Page 1 of 1
We visually inspected the reinforcing steel of 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.
Drawing Date: 2/2010 Addendum No: Types PW -1
• Details Referenced: Note: 8 Bar G equally spaced at 8" maximum, placed as shown. Provide at least 2 pair bars
G per wing. Section A -A front and back of wall used G @ #6's at 8" O.C. and F @ #4's @ 12" O.C.
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