ST0301A-LR100810R�UAncE
G GEOTECHI'IfCRL
GRC?UP
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: C10 -0631 Date Sampled: 08/06/2010
Report Date: 08/10/2010 Sampled By: Robert Nance
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: Reinforcing Steel in Bridge Bent #3 Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Reinforcing Steel Inspection LAB NO: 88827
TEST RESULTS Report No: 88827
Page 1 of 1
We visually inspected the reinforcing steel Bridge Bent #3. 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.
On the basis of our visual inspection, the reinforcing steel placement meets the requirements of the project plans and
specifications.
• Size: 4 - #11's top and bottom with #5 stirrups
• Cover: 2"
• Splice Length: Continuous Bars
• Cleanliness: Clean
• Properly Tied: Yes
• Cleanliness of Form Work: Clean
• Proper Support: Yes
Remarks: ST -8
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -ec copy)
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1 -ec The City of Coppell Attn: Mr. Larry Davis
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager