Optimal Design of Midblock Crosswalk to Achieve Trade-Off between Vehicles and Pedestrians
Publication: Journal of Transportation Engineering, Part A: Systems
Volume 143, Issue 1
Abstract
Midblock crosswalks are installed mainly at locations with heavy pedestrian traffic to increase the accessibility of points along the streets to pedestrians. However, midblock crosswalks may cause additional delays for vehicles. This paper presents an integrated design method for midblock crosswalks that balances the trade-off between the efficiency of vehicle operation and pedestrian crossing by making full use of the vehicular red time at the downstream intersection. The method combines location selection and signal timing in a unified optimization model that is formulated as a multiobjective linear programming problem. The Pareto frontier of the proposed model is obtained by iterating all possible combinations of the weights of the two objectives. For each combination of weights, the optimization problem becomes a single-objective mixed-integer linear programming problem that can be solved with the standard branch-and-bound technique. The results of extensive numerical analyses and case studies demonstrate the effectiveness of the proposed model and indicate its promising application in providing additional crosswalks for pedestrians while only slightly impacting vehicular operations.
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Acknowledgments
This work was supported by the National Natural Science Foundation of China under Grant 51608324, and the Project of Young Researcher Training for Shanghai Colleges and Universities No. ZZsl15015.
References
Bai, Q., Ahmed, A., Li, Z., and Labi, S. (2015). “A hybrid Pareto frontier generation method for trade-off analysis in transportation asset management.” Comput.-Aided Civ. Infrastruct. Eng., 30(3), 163–180.
Baltes, M., and Chu, X. (2002). “Pedestrian level of service for midblock street crossings.” Transp. Res. Rec., 1818, 125–133.
Broek, N. V. (2011). “The when, where and how of mid-block crosswalks.” Kansas Univ. Transportation Center, Lawrence, KS.
Chen, A., Chootinan, P., and Wong, S. (2006). “New reserve capacity model of signal-controlled road network.” Transp. Res. Rec., 1964, 35–41.
Dougald, L. E. (2004). “Development of guidelines for the installation of marked crosswalks.” Virginia Transportation Research Council, Charlottesville, VA.
Erfani, T., and Utyuzhnikov, S. V. (2011). “Directed search domain: A method for even generation of the Pareto frontier in multiobjective optimization.” Eng. Optim., 43(5), 467–484.
Feng, S. M. (2008). “Signal control optimization for crosswalk on road section.” J. Transp. Syst. Eng. Inform. Technol., 8(5), 73–76.
FGSV (Road and Transportation Research Association). (2003). Guidelines for traffic signals (RiLSA), Cologne, Germany.
Gårder, P. E. (2004). “The impact of speed and other variables on pedestrian safety in Maine.” Accid. Anal. Prev., 36(4), 533–542.
Guo, H., Wang, W., Guo, W., Jiang, X., and Bubb, H. (2012). “Reliability analysis of pedestrian safety crossing in urban traffic environment.” Saf. Sci., 50(4), 968–973.
Haleem, K., Alluri, P., and Gan, A. (2015). “Analyzing pedestrian crash injury severity at signalized and non-signalized locations.” Accid. Anal. Prev., 81, 14–23.
Hamdane, H., Serre, T., Masson, C., and Anderson, R. (2016). “Relevant factors for active pedestrian safety based on 100 real accident reconstructions.” Int. J. Crashworthiness, 21(1), 51–62.
Koh, P. P., Wong, Y. D., and Chandrasekar, P. (2014). “Safety evaluation of pedestrian behaviour and violations at signalised pedestrian crossings.” Saf. Sci., 70, 143–152.
Lam, W. H., Poon, A. C., and Mung, G. K. (1997). “Integrated model for lane-use and signal-phase designs.” J. Transp. Eng., 114–122.
Li, B. (2014). “A bilevel model for multivariate risk analysis of pedestrians’ crossing behavior at signalized intersections.” Transp. Res. Part B. Methodol., 65, 18–30.
Little, J. D. C., Kelson, M. D., and Gartner, N. H. (1981). “MAXBAND: A versatile program for setting signals on arteries and triangular networks.” Massachusetts Institute of Technology, Cambridge, MA.
Liu, Y., and Chang, G. L. (2011). “An arterial signal optimization model for intersections experiencing queue spillback and lane blockage.” Transp. Res. Part C. Emerging Technol., 19(1), 130–144.
Ma, W., Liao, D., Liu, Y., and Hong, K. L. (2015). “Optimization of pedestrian phase patterns and signal timings for isolated intersection.” Transp. Res. Part C. Emerging Technol., 58, 502–514.
Ma, W., Liu, Y., Xie, H., and Yang, X. (2011). “Multiobjective optimization of signal timings for two-stage, midblock pedestrian crosswalk.” Transp. Res. Rec., 2264, 34–43.
Ma, W., Yang, X., Pu, W., and Liu, Y. (2010). “Signal timing optimization models for two-stage midblock pedestrian crossing.” Transp. Res. Rec., 2198, 133–144.
Mahalel, J. H., and David, M. (2014). “Offset effects on the capacity of paired signalised intersections during oversaturated conditions.” Transp. A Trans. Sci., 10(8), 740–758.
Mara, C. D., and Antonio, L. L. (2010). “Evaluation of pedestrian safety at midblock crossings, Porto Alegre, Brazil.” Transp. Res. Rec., 2193, 37–43.
Messac, A., and Messac, A. (2000). “From dubious construction of objective functions to the application of physical programming.” AIAA J., 38(1), 155–163.
Nakayama, H., Yun, Y., and Yoon, M. (2009). Sequential approximate multiobjective optimization using computational intelligence, Springer, Berlin.
Olszewski, P., Szagała, P., Wolański, M., and Zielińska, A. (2015). “Pedestrian fatality risk in accidents at unsignalized zebra crosswalks in Poland.” Accid. Anal. Prev., 84, 83–91.
Pawar, D. S., and Patil, G. R. (2015). “Pedestrian temporal and spatial gap acceptance at mid-block street crossing in developing world.” J. Saf. Res., 52, 39–46.
Pecchini, D., and Giuliani, F. (2015). “Street-crossing behavior of people with disabilities.” J. Transp. Eng., .
Pillai, R. S., Rathi, A. K., and Cohen, S. L. (1998). “A restricted branch-and-bound approach for generating maximum bandwidth signal timing plans for traffic networks.” Transp. Res. Part B. Methodol., 32(8), 517–529.
Roshandeh, A. M., Levinson, H. S., Li, Z. Z., Patel, H., and Zhou, B. (2014). “New methodology for intersection signal timing optimization to simultaneously minimize vehicle and pedestrian delays.” J. Transp. Eng., .
Sisiopiku, V. P., and Akin, D. (2003). “Pedestrian behaviors at and perceptions towards various pedestrian facilities: an examination based on observation and survey data.” Transp. Res. Part F Traffic Psychol. Behav., 6(4), 249–274.
Tay, R., Choi, J., Kattan, L., and Khan, A. (2011). “A multinomial logit model of pedestrian-vehicle crash severity.” Int. J. Sustainable Transp., 5(4), 233–249.
Tian, Z., and Urbanik, T. (2007). “System partition technique to improve signal coordination and traffic progression.” J. Transp. Eng., 119–128.
Tian, Z. Z., Urbanik, T., Engelbrecht, R., and Balke, K. (2001). “Pedestrian timing alternatives and impacts on coordinated signal systems under split-phasing operations.” Transp. Res. Rec., 1748, 46–54.
TRB (Transportation Research Board). (2010). Highway capacity manual 2010, Washington, DC.
VISSIM [Computer software]. PTV, Karlsruhe, Germany.
Wang, X., and Tian, Z. (2010). “Pedestrian delay at signalized intersections with a two-stage crossing design.” Transp. Res. Rec., 2173, 133–138.
Wong, C., and Wong, S. (2002). “Lane-based optimization of traffic equilibrium settings for area traffic control.” J. Adv. Transp., 36(3), 349–386.
Wong, C., and Wong, S. (2003). “Lane-based optimization of signal timings for isolated junctions.” Transp. Res. Part B. Methodol., 37(1), 63–84.
Wong, C. K., and Heydecker, B. (2011). “Optimal allocation of turns to lanes at an isolated signal-controlled junction.” Transp. Res. Part B. Methodol., 45(4), 667–681.
Wong, C. K., Wong, S. C., and Lo, H. K. (2007). “Reserve capacity of a signal-controlled network considering the effect of physical queuing.” Proc., 17th Int. Symp. of Transportation and Traffic Theory, Elsevier, London, 533–553.
Xie, S. Q., Wong, S. C., Lam, W. H. K., and Chen, A. (2013). “Development of a bidirectional pedestrian stream model with an oblique intersecting angle.” J. Transp. Eng., 678–685.
Zhao, J., Ma, W., Liu, Y., and Yang, X. (2014). “Integrated design and operation of urban arterials with reversible lanes.” Transp. B-Trans. Dyn., 2(2), 130–150.
Zhao, J., Ma, W., Zhang, H. M., and Yang, X. (2013). “Increasing the capacity of signalized intersections with dynamic use of exit lanes for left-turn traffic.” Transp. Res. Rec., 2355, 49–59.
Zhao, J., Ma, W. J., Head, K. L., and Yang, X. G. (2015). “Dynamic turning restriction management for signalized road network.” Transp. Res. Rec., 2487, 96–111.
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©2016 American Society of Civil Engineers.
History
Received: Oct 6, 2015
Accepted: Sep 2, 2016
Published online: Nov 11, 2016
Published in print: Jan 1, 2017
Discussion open until: Apr 11, 2017
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