Evaluation, Rehabilitation Planning, and Stay-Cable Replacement Design for the Hale Boggs Bridge in Luling, Louisiana

Author:

Mehrabi Armin B.1232,Ligozio Christopher A.1232,Ciolko Adrian T.1232,Wyatt Scott T.1232

Affiliation:

1. Project Consultant and President, Bridge Engineering Solutions, PC, P.O. Box 1565, Lewiston, NY 14092.

2. Senior Structural Engineer, CTLGroup, 5400 Old Orchard Rd., Skokie, IL 60077.

3. Principal in Charge and Senior Principal Engineer, CTLGroup, 5400 Old Orchard Rd., Skokie, IL 60077 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference5 articles.

1. Ligozio C. A. and Mehrabi A. B. (2005). “Development and verification of a NDT method for detection of flaws in PE sheathing of stay cables.” Proc. 2005 Int. Bridge Conf. Pittsburgh.

2. Mehrabi A. B. (2007). “The Luling Bridge—Categorization of damages and comparison among repair strategies.” Rep. to the Louisiana Dept. of Transportation and Development State Project 700-45-0107 CTLGroup Baton Rouge La.

3. Mehrabi A. B. and Ligozio C. A. (2007). “Cable-stayed bridges—Discovering alarming distress and damages.” Proc. 2007 Int. Bridge Conf. Engineers’ Society of Western Pennsylvania Pittsburgh.

4. Mehrabi A. B. Ligozio C. A. and Brennan J. D. (2006). “Structural evaluation of Luling Bridge stay cable array. Phase II Supplements 1 and 2.” Rep. to the Louisiana Dept. of Transportation and Development State Project 700-45-0107 CTLGroup Baton Rouge La.

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