TECHNICAL PAPERS
Aug 14, 2009

Modeling the Deterioration of Inductive Loops

Publication: Journal of Infrastructure Systems
Volume 15, Issue 3

Abstract

Inductive loop detectors have been widely used in transportation system, particularly to monitor the performance of highway systems such as traffic flow, speed, and vehicle classification. Accurate data are dependent on the quality of the detector mechanism and the level of maintenance of these devices. Yet, this aspect of maintenance has been neglected both in the field and in research studies. A review of the lifetime data of loops revealed the following features: (1) lifetime data for a specified loop was not available from existing maintenance records; (2) lifetime data were censored; and (3) the lifetimes of loops located in different stations were dissimilar. For these reasons, a censored random-effect panel data duration model was used in this study that can deal with heterogeneity and censored duration data. A formula was developed to estimate the lifetimes for individual loops, despite the unavailability of lifetime data in the original maintenance database. Because vehicles of different classifications were distributed differently in adjoining right lanes, different models were adopted for two different traveling lanes. The models indicate that the lifetimes of loops are highly determined by the volumes of truck traffic; a finding that can be used to assist loop detection maintenance scheduling.

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References

Greene, W. H. (2003). Econometric analysis, 5th Ed., Pearson Education, Upper Saddle River, N.J.
Mauch, M., and Madanat, S. (2001). “Semiparametric hazard rate models of reinforced concrete bridge deck deterioration.” J. Infrastruct. Syst., 7(2), 49–57.
Mishalani, R., and Madanat, S. (2002). “Computation of infrastructure transition probabilities using stochastic duration models.” J. Infrastruct. Syst., 8(4), 139–148.
Prozzi, J. A. and Madanat, S. M. (2003). “Incremental nonlinear model for predicting pavement serviceability.” J. Transp. Eng., 129(6), 635–641.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 15Issue 3September 2009
Pages: 139 - 148

History

Received: Sep 27, 2005
Accepted: Feb 6, 2009
Published online: Aug 14, 2009
Published in print: Sep 2009

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Authors

Affiliations

Transportation Planner I, PB Americas, Inc., 3340 Peachtree Rd., Suite 2400, Tower Place 100, Atlanta, GA 30326. E-mail: [email protected]
Hualiang (Harry) Teng [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Howard R. Hughes College of Engineering, Univ. of Nevada, Las Vegas, 4505 Maryland Parkway, P.O. Box 454015 Las Vegas, NV 89154-4015 (corresponding author). E-mail: [email protected]
Lester A. Hoel [email protected]
L. A. Lacy Distinguished Professor of Engineering, Univ. of Virginia, P.O. Box 400742 Charlottesville, VA 22904. E-mail: [email protected]
Project Engineer, Patton Harris Rust & Associates, 14532 Lee Rd., Chantilly, VA 20151–1679. E-mail: [email protected]

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