Effect of Surrounding Traffic Characteristics on Lane Changing Behavior
Publication: Journal of Transportation Engineering
Volume 136, Issue 11
Abstract
Lane changing maneuvers could have a substantial influence on traffic flow characteristics as a result of their interfering effect on surrounding vehicles. The interference effect of lane changing is more pronounced when heavy vehicles change lanes compared to when passenger cars undertake the same maneuver. This is due to the physical effects that the heavy vehicles impose on surrounding traffic. This paper investigates and compares the traffic flow characteristics which influence the lane changing behavior of heavy vehicle and passenger car drivers on freeways under heavy traffic conditions. A trajectory data set comprising 28 heavy vehicle and 28 passenger car lane changing maneuvers is analyzed in this study. The results suggest a substantial difference exists between the traffic characteristics influencing the lane changing behavior of heavy vehicle and passenger car drivers. Heavy vehicles’ speed changes little during a lane changing maneuver. Heavy vehicle drivers mainly move into the slower lanes to prevent obstructing the fast moving vehicles which approach from the rear. However, passenger car drivers increase their speed according to the speeds of the lead and lag vehicles in the target lane. They more commonly move into the faster lanes to gain speed advantages.
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References
Al-Kaisy, A. F., and Jung, Y. (2004). “Examining the effect of heavy vehicles on traffic flow during congestion.” Road and Transport Res., 13(4), 3–14. .
Al-Kaisy, A. F., Jung, Y., and Rakha, H. (2005). “Developing passenger car equivalency factors for heavy vehicles during congestion.” J. Transp. Eng., 131(7), 514–523.
Al-Kaisy, A. F., and Hall, F. L. (2003). “Guidelines for estimating capacity at freeway reconstruction zones.” J. Transp. Eng., 129(5), 572–577.
Al-Kaisy, A. F., Hall, F. L., and Reisman, E. S. (2002). “Developing passenger car equivalents for heavy vehicles on freeways during queue discharge flow.” Transp. Res. A, 36(8), 725–742.
Bureau of Transportation Statistics. (2002). U.S. DOT, National Transportation Statistics: BTS02-08, U.S. Government Printing Office, Washington, D.C.
Cambridge Systematics. (2005a). “NGSIM US-101 data analysis.” Summary Rep., Federal HighWay Administration (FHWA), ⟨https://camsys.com/⟩ (Aug. 4, 2010).
Cambridge Systematics. (2005b). “NGSIM I-80 data analysis.” Summary Rep., Federal HighWay Administration (FHWA), ⟨https://camsys.com/⟩ (Aug. 4, 2010).
Chen, W. Y., Huang, D. W., Huang, W. N., and Huang, W. L. (2004). “Traffic flow on a 3-lane highway.” Int. J. Mod. Phys. B, 18(31–32), 4161–4171.
Conway, K. (2005). “Pacific highway upgrade—F3 to Raymond Terrace Route.” Consultancy Rep., Maunsell Australia Pty., Garbutt, Australia.
Daganzo, C. F., Cassidy, M. J., and Bertini, R. L. (1999). “Possible explanations of phase transitions in highway traffic.” Transp. Res. A, 33(5), 365–379.
Gipps, P. G. (1986). “A model for the structure of lane-changing decisions.” Transp. Res., Part B: Methodol., 20(5), 403–414.
Hidas, P. (2005). “Modelling vehicle interactions in microscopic simulation of merging and weaving.” Transp. Res., Part C: Emerg. Technol., 13(1), 37–62.
Jin, W. L. (2010). “A kinematic wave theory of lane-changing vehicular traffic.” Transp. Res. B, 44(8–9), 1001–1021.
Mauch, M., and Cassidy, M. J. (2002). “Freeway traffic oscillations: Observations and predictions.” 15th Int. Symp. on Traffic and Transportation Theory, Pergamon-Elsevier, Oxford, U.K., 653–674.
McDonald, M., Wu, J., and Brackstone, M. (1997). “Development of a fuzzy logic based microscopic motorway simulation model.” Proc., IEEE Conf. on Intelligent Transport. Systems (ITSC97), Boston, 82–87.
Moridpour, S., Rose, G., and Sarvi, M. (2009). “Modelling the heavy vehicle drivers' lane changing decision under congested traffic conditions.” J. Road and Transport Res., 18(4), 49–57.
Moridpour, S., Sarvi, M., and Rose, G. (2010). “Lane changing models: A critical review.” Transportation Letters: Int. J. Transp. Res., 2(3), 157–173.
Sasoh, A., and Ohara, T. (2002). “Shock wave relation containing lane change source term for two-lane traffic flow.” J. Phys. Soc. Jpn., 71(9), 2339–2347.
Toledo, T., Koutsopoulos, H. N., and Ben-Akiva, M. (2003). “Modeling integrated lane-changing behavior.” Transportation Research Board Annual Meeting, Transportation Research Board, Washington, D.C.
Uddin, M. S., and Ardekani, S. A. (2002). “An observational study of lane changing on basic freeway segment.” Transportation Research Board Annual Meeting, Transportation Research Board, Washington, D.C.
Webster, N. A., Suzuki, T., Chung, E., and Kuwahara, M. (2007). “Tactical driver lane change model using forward search.” Transportation Research Board Annual Meeting, Transportation Research Board, Washington, D.C.
Wright, S. J. (2006). “Review of Urban Congestion Trends, Impacts and Solutions (Consultancy Report).” Traffic management systems for Australian Urban Freeways, Australian Road Research Board (ARRB), Consulting-Council of Australian Governments, Barton, ACT.
Wu, J., Brackstone, M., and McDonald, M. (2000). “Fuzzy sets and systems for a motorway microscopic simulation model.” special issue on Fuzzy Sets in Traffic and Transport Systems, 116(1), 65–76.
Yang, Q., and Koutsopoulos, H. N. (1996). “A microscopic traffic simulator for evaluation of dynamic traffic management systems.” Transp. Res., Part C: Emerg. Technol., 4(3), 113–129.
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© 2010 ASCE.
History
Received: Sep 22, 2009
Accepted: Apr 20, 2010
Published online: Apr 26, 2010
Published in print: Nov 2010
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