Procedure for Statistical Categorization of Overweight Vehicles in a WIM Database
Publication: Journal of Transportation Engineering
Volume 140, Issue 5
Abstract
Recently observed increases in the numbers of permitted and illegal overweight trucks travelling over U.S. highways have raised concerns over their contributions to the reduction in the service lives of pavements and bridges and the costs of maintaining, upgrading and replacing the highway infrastructure system. Cost allocation studies are used by transportation officials to help their asset management processes and to establish truck traffic and permitting policies taking into consideration information on the composition of overweight trucks and their permit categorization. In recent years, cost allocation studies have heavily relied on data assembled by weigh-in-motion (WIM) systems which provide information on traffic counts, truck axle configurations and weights for various highway classes and economic regions. However, WIM data by themselves do not provide information on the numbers of illegal overweight trucks because many of the overweight trucks may have been issued permits that allow them to operate on a yearly basis or on a trip-by-trip basis. The object of this paper is to develop a data mining procedure to identify and classify overweight vehicles whose axle weights were collected by WIM systems into different permit and illegal categories. The first step of the proposed data mining procedure establishes a set of rules that are satisfied by different types of permit trucks. These rules are inferred from a review of available permit databases. In a second step, a search algorithm is used to check each vehicle in a WIM database and identify whether it violates any of a jurisdiction’s legal weight limits. Subsequently, every overweight truck’s axle weights, axle spacings, total length and gross vehicle weight are checked to verify whether these characteristics match any of the criteria established when setting up the data mining rules. The overweight vehicles are separated based on the likelihood of having been issued a particular type of permit or if they are potentially illegal. The validity of the algorithm is demonstrated by analyzing truck data collected at a WIM site in upstate New York. The algorithm’s output showed reasonable agreement when compared to the results of a truck survey performed by the New York State Department of Transportation (NYSDOT). A parametric analysis is executed to assess the sensitivity of the results to the level of accuracy of the WIM system. It is concluded that the algorithm produces statistically robust overweight truck and permit categorizations which can eventually help highway agencies establish rational permit issuance policies, weight enforcement strategies, and cost allocation studies.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors appreciate the financial support provided by the New York State Department of Transportation through the Project NYSDOT C-08-13 “Effect of Overweight Vehicles on NYSDOT Infrastructure.” The findings and opinions expressed in this paper are those of the authors and do not necessarily represent the views of the NYSDOT.
References
Ang, A. H.-S., and Tang, W. (2006). Probability concepts in engineering: emphasis on applications to civil and environmental engineering, Wiley, New York.
Cambridge Systematic. (2009). “Truck size and weight enforcement technologies state of the art.”, U.S. Dept. of Transportation, Federal Highway Administration (FHWA), Cambridge Systematics, Cambridge, MA.
Center for Transportation Research and Education (CTRE). (2007). “Weigh-in-motion handbook.” Iowa State Univ., 〈http://www.ctre.iastate.edu/research/wim_pdf/index.htm〉.
Conway, A. (2009). “Direct user-charging of commercial vehicles for infrastructure cost recovery.” Ph.D. dissertation, The Univ. of Texas at Austin, Austin, TX.
Federal Highway Administration (FHWA). (1997). “Federal highway cost allocation study.” Final Rep., U.S. Dept. of Transportation, Federal Highway Administration (FHWA), Washington, DC.
Federal Highway Administration (FHWA). (2000). “Comprehensive truck size and weight study.” U.S. Dept. of Transportation, Federal Highway Administration (FHWA), 〈http://www.fhwa.dot.gov/reports/tswstudy/Vol2-Chapter6.pdf〉.
Federal Highway Administration (FHWA). (2006). “FBF bridge formula weight.”, Federal Highway Administration, Washington, DC.
Federal Highway Administration (FHWA). (2009). “Motivation for virtual weight stations.” 〈http://ops.fhwa.dot.gov/publications/fhwahop09051/sec03.htm〉.
Federal Highway Administration (FHWA). (2011). “TS&W final report.” 〈http://www.fhwa.dot.gov/reports/tswstudy/Vol3-Chapter3.pdf〉.
Ghosn, M., and Moses, F. (1984). “Bridge load modeling and reliability analysis.”, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland.
Ghosn, M., Moses, F., and Gobieski, J. (1986). “Evaluation of steel bridges using in-service testing.”, Transportation Research Board, National Academies of Sciences, Washington, DC.
Ghosn, M., and Parker, N. A. (2012). “Effects of overweight vehicles on NYSDOT’S infrastructure.” Research Project No. C-08-13, in progress, City College of New York / CUNY, New York.
Ghosn, M., Sivakumar, B., and Miao, F. (2013). “Development of State-Specific Load and Resistance Factor Rating Method.” J. Bridge Eng., 18(5), 351–361.
Huang, J., and Chan, C-Y. (2012). “Investigation of truck traffic versus placement of inspection facilities for enforcement of overweight trucks in California.” Transportation Research Board, 91st Annual Meeting, Transportation Research Board, National Academies of Sciences, Washington, DC.
Lapin, L. L. (1983). Probability and statistics for modern engineering, Ed. Brooks/Cole Engineering Division, Monterey, CA.
Murphy, M., Chi, S., Zhang, Z., and Prozzi, J. A. (2012). “Investing in the future: Analysis of TxDOT 1547 over-axle-weight tolerance permits.” Transportation Research Board, 91st Annual Meeting, Transportation Research Board, National Academies of Sciences, Washington, DC.
New York State Dept. of Transportation (NYSDOT). (2011). “Divisible load overweight permits, a costumer guide.” 〈https://www.dot.ny.gov/portal/page/portal/nypermits〉.
New York State Vehicle and Traffic Law, Title III, Article 10, Section 385. 〈http://law.onecle.com/new-york/vehicle-traffic/VAT0385_385.html〉.
Oracle. (2008). “Data mining concepts.” 11g Release 1 (11.1) B28129-04, 〈http://docs.oracle.com/cd/B28359_01/datamine.111/b28129.pdf〉.
Papagiannakis, A. T., Quinley, R., and Brandt, S. R. (2008). “High speed weigh-in-motion system calibration practices.” NCHRP Synthesis 386, Transportation Research Board, National Academy Press, Washington DC.
Parker, N. A., and Hussain, S. (2009). “Recovering the costs of flexible pavement load-related damage through road user charges.” Proc., Transportation Research Board (CD-ROM), 88th Annual Meeting, Transportation Research Board, National Academies of Sciences, Washington, DC.
Quinley, R. (2010). “WIM data analyst’s manual.”, U.S. Dept. of Transportation, Federal Highway Administration (FHWA), Washington, DC.
Sivakumar, B., Ghosn, M., and Moses, F. (2011). “Protocols for collecting and using traffic data in bridge design.”, Transportation Research Board, National Academy Press, Washington, DC.
Straus, S., and Semmens, J. (2006). “Estimating the cost of overweight vehicle travel on Arizona highways.”, Arizona Dept. of Transportation, Federal Highway Administration, Washington, DC.
Theodoridis, S., and Koutroumbas, K. (2009). Pattern recognition, 4th Ed., Elsevier, Philadelphia, PA.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Feb 11, 2013
Accepted: Dec 10, 2013
Published online: Feb 14, 2014
Published in print: May 1, 2014
Discussion open until: Jul 14, 2014
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.