ST0502B- LR160219I Consulting Engineering * Geotechnical Engineering * Construction Materials
i19LLIANCE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GEOTE<hN1CAL Phone: (972) 444-8889 Fax: (972) 444-8893
GROUP
Acct ID: 1770
Report Date: 02/19/2016
Project: Freeport Parkway North
Location: Reinforcing Steel Inspection
Client: City of Coppell
REPORT: Reinforcing Steel Inspection
File No: C15-0812
TEST RESULTS
Date Sampled: 02/17/2016
Sampled By: John Maumalanga
By Order Of: Walter
Order Number: 1770
LAB NO: 203603-1
Report No: 203603-1
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
• Addendum No: City of Copell standards Date: 2/17/2016
• Details Referenced: Sheet 37 (retaining walls)
#7 Panel, Wall height - 17.5', (Ref. to 18' tall wall)
Vertical Al, A2, A3, A4. #6's, #7's, #8's @ 15" OC
U bar @ 15" OC #9's
#9's C bar @ 10" OC, B bar #5's @ 15" OC, T bar #5's @ 12" OC
• Remarks: All rebar was found to be in accordance with plans and specifications.
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakarfi, 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