ST9902-LR130806(nUI M
Ce
6 GeOTECNfi1CRL
COUP
Acct ID: 1770
Report Date: 08/06/2013
Project: West Sandy Lake Road
Location: Rebar 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: C13 -0634 Date Sampled: 08/05/2013
Sampled By:
By Order Of:
Order Number: 1770
Client: City of Coppell
REPORT. Reinforcing Steel Inspection LAB NO: 149690
TEST RESULTS Report No: 149690
Page 1 of 1
On the basis of our visual inspection, the reinforcing steel placement meets the requirements of the project plans and
specifications.
Drawings Utilized: Erection
Locations /Item Inspected: As Noted
Discrepancies /Comments:
A visual inspection was performed and the results are as follows:
Rebar inspection of the following:
1.) Y inlet, Station 0 +5.97
2.) Inlet, Station 55 +16
Rebar placement complies for correct size, spacing and tie wire at both locations.
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, 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.