ST9902-LR131104RLLIfU'tCE
GEOTECtihilCflL
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: C13 -0634 Date Sampled: 11/02/2013
Report Date: 11/04/2013 Sampled By: Steve Whitney
Project: West Sandy Lake Road By Order Of:
Location: Concrete on bridge slab; Rebar Inspection Order Number: 1770
Client: City of Coppell
REPORT: Reinforcing Steel Inspection LAB NO: 153916 -1
TEST RESULTS Report No: 153916 -1
Page 1 of 1
On the basis of our visual inspection, the reinforcing steel placement meets the requirements of the project plans and
specifications.
• Other: Bridge deck Cottonwood Creek westbound lanes
• DRAWING DATE: 3 -28 -13
• DETAILS REFERENCED: #4 Bars on bottom and #5 bars on top, #4 OC at 6" and #5 bars OC at 9"
Sheet #85 median edge #4 bars, 2 -L bars at 18" OC
Double mat on expansion joints #4 bars on 4" OC
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. K ara, 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.