Share:


A new approach to estimate pedestrian delay at signalized intersections

Abstract

Enhancing pedestrian safety and improving the design standards of pedestrian facilities at signalized intersection requires a clear understanding of pedestrian delay model and pedestrian crossing behaviours under mixed traffic condition. The existing delay models do not consider the behavioural constrains of pedestrians. This research has been undertaken with the aim of developing a suitable pedestrian delay model for signalized intersection crosswalks, based on considering actual pedestrian crossing behaviours. The required model parameters were extracted from the video-graphic survey conducted for the selected four signalized intersections in Mumbai (India). Crossing behaviours of pedestrians were examined through field data in terms of pedestrian arrival pattern, crossing speed, compliance behaviour and pedestrian–vehicular interactions. Based on pedestrian crossing behaviour analysis results, two new pedestrian delay estimation models were developed and the models were validated by comparing with field and existing model values. The performance level of the proposed models is showing more precise and reliable solutions. The first pedestrian delay model is developed on the basis of compliance behaviour, has two components, such as waiting time delay and crossing time delay. This model can be used to evaluate pedestrian Level Of Service (LOS) and signal timing optimization. The second developed pedestrian delay model is based on noncompliance behaviour, has three components, such as waiting time delay, crossing time delay, and pedestrian–vehicular interaction delay. This model can also be used to evaluate the quality of pedestrian flow, estimating accurate pedestrian delay and LOS for local conditions, which is representative of the prevailing pedestrian condition.


First published online 29 March 2016

Keyword : pedestrian delay, signalized intersection, crossing speed, compliance behaviour, arrival pattern, interactions

How to Cite
Marisamynathan, S., & Vedagiri, P. (2018). A new approach to estimate pedestrian delay at signalized intersections. Transport, 33(1), 249-259. https://doi.org/10.3846/16484142.2016.1158208
Published in Issue
Jan 26, 2018
Abstract Views
1274
PDF Downloads
989
Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

References

Al-Azzawi, M.; Raeside, R. 2008. Modeling pedestrian walking speeds on sidewalks, Journal of Urban Planning and Development 133(3): 211–219. http://dx.doi.org/10.1061/(ASCE)0733-9488(2007)133:3(211)

Braun, R. R.; Roddin, M. F. 1978. Quantifying the Benefits of Separating Pedestrians and Vehicles. NCHRP Report No 189. Transportation Research Board, US. 127 p.

Chen, J.; Shi, J.-J.; Li, X.-L.; Zhao, Q. 2011. Pedestrian behavior and traffic violations at signalized intersections, in ICCTP 2011: Towards Sustainable Transportation Systems, 14–17 August 2011, Nanjing, China, 1103–1110. http://dx.doi.org/10.1061/41186(421)108

Chen, K.-M.; Luo, X.-Q.; Ji, H.; Zhao, Y.-D. 2010. Towards the pedestrian delay estimation at intersections under vehicular platoon caused conflicts, Scientific Research and Essays 5(9): 941–947.

Gates, T.; Noyce, D.; Bill, A.; Van Ee, N. 2006. Recommended walking speeds for timing of pedestrian clearance intervals based on characteristics of the pedestrian population, Transportation Research Record: Journal of the Transportation Research Board 1982: 38–47. http://dx.doi.org/10.3141/1982-07

Huang, C.; Ma, W. 2010. A statistical analysis of pedestrian speed on signalized intersection crosswalk, in ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable, 4–8 August 2010, Beijing, China, 1401–1407. http://dx.doi.org/10.1061/41127(382)151

HCM. 2010. Highway Capacity Manual. Transportation Research Board. 5th edition. 1650 p.

IRC: 103-2012. Guidelines for Pedestrian Facilities. Indian Roads Congress.

Jiang, N.; Shi, M.; Xiao, Y., Shi, K.; Watson, B. 2011. Factors affecting pedestrian crossing behaviors at signalized cross-walks in urban areas in Beijing and Singapore, in 1st International Conference on Transportation Information and Safety 2011 (ICTIS 2011), 30 June – 2 July 2011, Wuhan, China, 2: 1089–1096.

Kruszyna, M.; Mackiewicz, P.; Szydlo, A. 2006. Influence of pedestrians’ entry process on pedestrian delays at signal-controlled crosswalks, Journal of Transportation Engineering 132(11): 855–861. http://dx.doi.org/10.1061/(ASCE)0733-947X(2006)132:11 (855)

Lam, W. H. K.; Lee, J. Y. S.; Cheung, C. Y. 2002. A study of the bi-directional pedestrian flow characteristics at Hong Kong signalized crosswalk facilities, Transportation 29(2): 169–192. http://dx.doi.org/10.1023/A:1014226416702

Li, Q.; Wang, Z.; Yang, J. 2005a. A numerical model for estimating pedestrian delays at signalized intersections in developing cities, in J. Zhang, J.-H. He, Y. Fu (Eds.). Computational and Information Science, 419–424. http://dx.doi.org/10.1007/978-3-540-30497-5_65

Li, Q.; Wang, Z.; Yang, J.; Wang, J. 2005b. Pedestrian delay estimation at signalized intersections in developing cities, Transportation Research Part A: Policy and Practice 39(1): 61–73. http://dx.doi.org/10.1016/j.tra.2004.11.002

Li, Y.-F.; Shi, Z.-K.; Zhou, Z.-N. 2009. Estimation of probability of swarming pedestrians violation at signalized intersections in developing cities, Journal of Southwest Jiaotong University (1): 80–85.

Ling, Z.; Ni, Y.; Li, K. 2012. Modeling interactions between pedestrians and right-turn vehicles at signalized intersections, CICTP 2012: Multimodal Transportation Systems: Convenient, Safe, Cost-Effective, Efficient, 3–6 August 2012, Beijing, China, 2072–2084. http://dx.doi.org/10.1061/9780784412442.211

Marisamynathan, S.; Vedagiri, P. 2013. Modeling pedestrian delay at signalized intersection crosswalks under mixed traffic condition, Procedia – Social and Behavioral Sciences 104: 708–717. http://dx.doi.org/10.1016/j.sbspro.2013.11.165

Mousa, R. M. 2002. Analysis and modeling of measured delays at isolated signalized intersections, Journal of Transportation Engineering 128(4): 347–354. http://dx.doi.org/10.1061/(ASCE)0733-947X(2002)128:4(347)

Nagraj, R.; Vedagiri, P. 2013. Modeling pedestrian delay and level of service at signalized intersection crosswalks under mixed traffic conditions, Transportation Research Record: Journal of the Transportation Research Board 2394: 70–76. http://dx.doi.org/10.3141/2394-09

Oh, H.; Sisiopiku, V. P. 2000. Probabilistic models for pedestrian capacity and delay at roundabouts, in Fourth International Symposium on Highway Capacity, 27 June – 1 July 2000, Maui, Hawaii, 459–470.

Olszewski, P. 1993. Overall delay, stopped delay, and stops at signalized intersections, Journal of Transportation Engineering 119(6): 835–852. http://dx.doi.org/10.1061/(ASCE)0733-947X(1993)119:6(835)

Rahman, K.; Ghani, N. A.; Kamil, A. A.; Mustafa, A. 2012. Analysis of pedestrian free flow walking speed in a least developing country: a factorial design study, Research Journal of Applied Sciences, Engineering and Technology 4(21): 4299–4304.

Rastogi, R.; Chandra, S.; Vamsheedhar, J.; Das, V. R. 2011. Parametric study of pedestrian speeds at midblock crossings, Journal of Urban Planning and Development 137(4): 381–389. http://dx.doi.org/10.1061/(ASCE)UP.1943-5444.0000083

Virkler, M. 1998. Pedestrian compliance effects on signal delay, Transportation Research Record: Journal of the Transportation Research Board 1636: 88–91. http://dx.doi.org/10.3141/1636-14

Wang, X.; Tian, Z. 2010. Pedestrian delay at signalized intersections with a two-stage crossing design, Transportation Research Record: Journal of the Transportation Research Board 2173: 133–138. http://dx.doi.org/10.3141/2173-16

Xie, D.-F.; Gao, Z.-Y.; Zhao, X.-M.; Wang, D. Z. W. 2012. Cellular automaton modeling of the interaction between ve-hicles and pedestrians at signalized crosswalk, Journal of Transportation Engineering 138(12): 1442–1452. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000462

Yang, J.; Li, Q.; Wang, Z.; Wang, J. 2005. Estimating pedestrian delays at signalized intersections in developing cities by Monte Carlo method, Mathematics and Computers in Simulation 68(4): 329–337. http://dx.doi.org/10.1016/j.matcom.2005.01.017

Zhou, Z.-P.; Ren, G.; Wang, W. 2011. Modeling violations of pedestrian road-crossing behavior at signalized intersections, in ICCTP 2011: Towards Sustainable Transportation Systems, 14–17 August 2011, Nanjing, China, 2490–2499. http://dx.doi.org/10.1061/41186(421)250