Technical Papers
Nov 18, 2020

Novel Prioritization Mechanism to Enhance Long-Term Performance Predictions for Bridge Asset Management

Publication: Journal of Performance of Constructed Facilities
Volume 35, Issue 1

Abstract

Current strategies for prioritizing bridge preventive maintenance, rehabilitation, or replacement (MRR) include predicting future conditions by delineating depreciation rates from existing conditions and preventive MRR activities. Such predictions are overly conservative because element interactions, although present, are not considered in quantifying bridge deterioration. This study proposes a novel prioritization mechanism that leverages time-dependent element interactions, referred to as coactiveness, in predicting bridge performance resulting from MRR activities. The proposed coactive model hypothesizes that if one repairs one element, it should reduce the deterioration of other elements. The improved elements in turn reduce the deterioration of the repaired element, improving the overall health of a bridge. The element-level bridge inspection data from three southeastern US states (Alabama, Georgia, and Florida) are investigated to illustrate the capability of the proposed mechanism. In Georgia, the results show that changes in the condition of expansion joints are most critical to the long-term performance of bridge elements. Alabama’s bridge management strategy slows the depreciation of expansion joints when more MRR resources are allocated to its deck elements. It is concluded that early preventive maintenance implemented in Florida is effective and has a similar effect as leveraging the proposed prioritization mechanism in enhancing bridge long-term performance.

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Data Availability Statement

All plots and analysis input and output data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The study presented in this paper was funded by the Georgia DOT (RP 17-28), particularly the depreciation models developed for Georgia bridges, and the University of Georgia. The funding sponsors had no role in the design, analysis, or interpretation of data. The opinions, findings, and conclusions may not reflect the views of the funding agency or other individuals.

References

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 35Issue 1February 2021

History

Received: Mar 24, 2020
Accepted: Jul 6, 2020
Published online: Nov 18, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 18, 2021

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Authors

Affiliations

O. Brian Oyegbile, A.M.ASCE [email protected]
Ph.D. Candidate, College of Engineering, Univ. of Georgia, 597 D.W. Brooks Dr., Athens, GA 30602. Email: [email protected].
Associate Professor, College of Engineering, Univ. of Georgia, 597 D.W. Brooks Dr., Athens, GA 30602 (corresponding author). ORCID: https://orcid.org/0000-0001-7259-3165. Email: [email protected]
Professor, College of Engineering, Univ. of Georgia, 597 D.W. Brooks Dr., Athens, GA 30602. ORCID: https://orcid.org/0000-0002-6177-3491. Email: [email protected]
S. Sonny Kim, F.ASCE [email protected]
Associate Professor, College of Engineering, Univ. of Georgia, 597 D.W. Brooks Dr., Athens, GA 30602. Email: [email protected]

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