Abstract

Bridge agencies seek to apply appropriate rehabilitation or maintenance treatments at the right time. For a specific treatment, improper timing can have significant adverse consequences: Premature application could mean wasteful spending by the agency even if road users and the community enjoy the benefits of a superior bridge condition, and deferred or delayed application can result in higher user or community disbenefits caused by poor condition and consequent reduced asset longevity in the long-term. For short-term decisions regarding the identification of the most cost-effective paint action at a specific time (do nothing, spot paint, overcoat, or recoat), the paper presents a methodology for developing a painting decision tree. For long-term decisions regarding the identification of the most cost-effective schedule over the superstructure lifetime, the paper demonstrates a methodology for developing a long-term schedule of painting activities. An analysis of the state of paint scheduling at a specific highway agency revealed that the current practice of complete recoating every 25 years may not be optimal. Instead, a painting schedule that includes the application of lower-level treatments (spot repairing and overcoating) can yield as much as a 19% reduction in the lifecycle cost and a 31.97% higher cost-effectiveness compared to the current practice.

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Acknowledgments

The contents of this paper reflect the views of the authors, who are responsible for the facts and the accuracy of the data. The valuable contributions of the Study Advisory Committee for this project are acknowledged. The members included Dr. Samy Noureldin, Ms. Anne Rearick, and Mr. Jaffar Golkhajeh. The contents do not necessarily reflect the official views or policies of FHWA or the Indiana DOT, nor do the contents constitute a standard, specification, or regulation. The contributions of Dr. Arash Roshandeh early in this study are also acknowledged.

References

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 22Issue 11November 2017

History

Received: Oct 14, 2016
Accepted: May 31, 2017
Published online: Sep 1, 2017
Published in print: Nov 1, 2017
Discussion open until: Feb 1, 2018

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Authors

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Bismark R. D. K. Agbelie [email protected]
Assistant Professor, Dept. of Civil Engineering, Catholic Univ. of America, 620 Michigan Ave., NE, Washington, DC 20064 (corresponding author). E-mail: [email protected]
Samuel Labi, M.ASCE [email protected]
Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Jon Fricker, M.ASCE [email protected]
Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Student, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Zhibo Zhang [email protected]
Student, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Kumares C. Sinha, Hon.M.ASCE [email protected]
Olson Distinguished Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]

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