Evaluation of Transportation Infrastructure Management Strategies Using Microscopic Traffic Simulation
Publication: Journal of Infrastructure Systems
Volume 13, Issue 2
Abstract
This paper presents a traffic simulation approach to evaluating the relative benefits of transportation management strategies aimed at maximizing the utilization of road infrastructure. The approach is demonstrated using a case study of an infrastructure upgrade of a commuting corridor in Brisbane, Australia. A detailed traffic simulation model was developed for the network under consideration, and a number of different infrastructure management strategies were investigated. These included treatment of the additional road capacity as a bus lane (available for buses only), a high occupancy vehicle lane, and a general traffic lane open to all vehicles. The simulation results showed that a bus lane would produce the best travel time benefits for buses (19% decrease in travel times and 68% improvement in travel time reliability). This, however, was achieved at the expense of reduced benefits to other road users. The work reported in this paper demonstrates the feasibility of using traffic simulation to quantify the benefits of alternative infrastructure strategies based on modeling of individual vehicles and their interactions on the road network.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The work reported in this paper is based on the undergraduate thesis of the first writer while he was completing his bachelor of civil engineering degree at the University of Queensland. The first writer has since graduated and is now working as a traffic engineer for SKM Consulting in Brisbane, Australia.
References
Abdulhai, B., Sheu, J., and Recker, W. (1999). “Simulation of ITS on the Irvine FOT area using ‘Paramics 1.5’ scalable microscopic traffic simulator: Phase 1: Model calibration and validation.” Institute of Transportation Studies, Univ. of California, Berkeley, Calif.
Barceló, J., and Casas, J. (2002). “Heuristic dynamic assignment based on microscopic traffic simulation.” Proc., 9th Meeting of the EURO Working Group on Transportation, Politechnic Univ. of Bari, Bari, Italy.
Brackstone, M., and McDonald, M. (1999). “Car-following: A historical review.” Transportation Research Part F: Traffic Psychology and Behaviour, 2, 181–196.
Cottman, N. J. (2002). “Modelling the impacts of intelligent transport systems using microscopic traffic simulation.” Master’s thesis, Univ. of Queensland, Brisbane, Australia.
Dia, H., and Cottman, N. (2006). “Evaluation of arterial incident management impacts using traffic simulation.” Proc., Intelligent Transport Systems, IEEE, New York, in press.
Dia, H., and Panwai, S. (2006). “Modelling drivers’ compliance and route choice behaviour in response to travel information. Special Issue on Modeling and Control of Intelligent Transportation Systems.” J. Nonlinear Dyn.
Gipps, P. G. (1981). “A behavioural car-following model for computer simulation.” Transp. Res., Part B: Methodol. 15, 105–111.
Johansson, G., and Ruman, H. (1971). “Drivers’ brake reaction times.” Hum. Factors, 13, 23–27.
Makridakas, K. A. (2001). “Validation of the western commuting corridor traffic simulation model.” Undergraduate thesis, Univ. of Queensland, Brisbane, Australia.
Meyer, M. D. (1997). A toolbox for alleviating traffic congestion and enhancing mobility, Institute of Transportation Engineers, Washington, D.C.
Panwai, S., and Dia, H. (2005). “Comparative evaluation of microscopic car following behaviour.” IEEE Trans. Intell. Transp. Syst., 6(3), 314–325.
Panwai, S., and Dia, H. (2006). “Neural agent car following models.” IEEE Trans. Intell. Transp. Syst., in press.
PTV. (2005). VISSIM user's manual version 4.0, Karlsruhe, Germany.
Quadstone Ltd. (2005). PARAMICS user guide and reference manual, Scotland.
Transport Simulation Systems (TSS). (2005). GETRAM/AIMSUN version 4.2 user’s manual, Barcelona, Spain.
Velan, S. M., and Van Aerde, M. (1996). “Gap acceptance and approach capacity at unsignalized intersections.” ITE J. 66, 40–45.
Information & Authors
Information
Published In
Copyright
© 2007 ASCE.
History
Received: Mar 9, 2005
Accepted: Aug 2, 2006
Published online: Jun 1, 2007
Published in print: Jun 2007
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.