ST0502B-LR150914GRLLIFlIICE
G GEOTECtifIICRL
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444-8889 Fax: (972) 444-8893
Acct ID: 1770 File No: C15-0812
Report Date: 09/14/2015
Project: Freeport Parkway North
Location: Retaining Wall/Footing
_Client:
REPORT
City of Coppell
Date Sampled: 09/11/2015
Sampled By: Roger Torres
By Order Of: Walter
Order Number: 1770
Reinforcing Steel Inspection LAB NO: 193153
TEST RESULTS Report No: 193153
Page 1 of 1
We visually inspected the reinforcing steel for the items below. 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 "A"
• Footings: From sta 4+19.58 to sta 3+94.03
Drawing Date: Jan 2015 Addendum No: CPL12161 Date: Jan 23, 2015
Details Referenced: Sheets 31 and 37
Remarks: Rebar placement complies with drawings and project specifications.
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.