ST0502B- LR160216 (2)19LLIfWCE
GGEOTECNnlCfiL
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 7524.7
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812 Date Sampled: 02/16/2016
Report Date: 02/17/2016 Sampled By: Danny Speaks
Project: Freeport Parkway North By Order Of: Walter
Location: Concrete - rebar Inspection Order Number: 1770
Client: City of Coppell
REPORT: Reinforcing Steel Inspection LAB NO: 203601-1
TEST RESULTS Report No: 203601-1
Page 1 of 1
We visually inspected the reinforcing steel for footings. 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.
Footings: Retaining wall at Station 2+64.10 to 2+99.08
Drawing Date: 1/23/2015
• Details Referenced: S-37, 12' Wall height
• Remarks: Rebar in accordance with project plans and specifications. Chairs necessary in various locations -
corrected.
12' Retaining wall section.
Ong: 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 PEPORTAPPLIL=S ONIY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE 01=
I I1E QUALII IES 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.