Synthesis of DOT Use of Beam End Protection for Extending the Life of Bridges

Author:

Radlińska Aleksandra,McCarthy Leslie Myers,Matzke James,Nagel Francis

Publisher

Springer Science and Business Media LLC

Subject

Ocean Engineering,Civil and Structural Engineering

Reference33 articles.

1. ACI 345.1R-06 Guide for Maintenance of Concrete Bridge Members. (2006). American Concrete Institute, Farmington Hills, Michigan.

2. ACI Committee 546 Concrete Repair Guide. (1996). ACI 46R-96, American Concrete Institute, Farmington Hills, MI.

3. Ahlborn, T. M., Kasper, J. M., Aktan, H., Koyuncu, Y., & Rutyna, J. (2002). Causes and cures of prestressed concrete I-beam end deterioration. Report No. CSD 2002-02, Center for Structural Durability, Michigan Tech Transportation Institute, and Michigan Department of Transportation Report RC-112, Lansing, MI.

4. Al-Gahtani, A. S., Ibrahim, M., Maslehuddin, M., & Almusallam, A. A. (1999). Performance of concrete surface treatment systems. Concrete International,21(1), 64–68.

5. Basheer, P. A. M., Basheer, L., Cleland, D. J., & Long, A. E. (1997). Surface treatments for concrete: Assessment methods and reported performance”. Construction and Building Materials,11(7–8), 413–429.

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