Operational Performance of Pedestrian at the Crosswalk
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Abstract
The study of pedestrian operational performance at crosswalks is essential for enhancing pedestrian safety, streamlining traffic, and boosting overall urban mobility. Five points were selected in Hyderabad where the road intersection has a signal and a pedestrian crosswalk. The pedestrian crosswalk footage was recorded between 8 a.m. and 10 a.m. and between 4 p.m. and 6 p.m. The data was extracted from the same footage and used to determine the number of different vehicles and pedestrians using the crosswalk. The key parameters chosen for study are the number of pedestrians, their gender, walking speed, and the time they wait at the crossing. It is noted that the number of persons walking and their walking speeds varied in that selected time period. The purpose of the study is to determine how improvements, such as modifying traffic light timings or improving pedestrian-friendly crossings, affect the safety and comfort of walking for people. This study will help improve roadways and crossings, making them safer and more pleasant for pedestrians. This implies that roads and crossings must be planned to facilitate safe walking. Therefore, policymakers and urban planners can create safer, more accessible urban settings by designing more effective, pedestrian-friendly infrastructure informed by an understanding of pedestrian behaviour, crossing patterns, and interactions with automobiles.
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R. Nagraj, P. Vedagiri (2013) Modelling Pedestrian Delay and Level of Service at Signalised Intersection Crosswalks under Mixed Traffic Conditions. DOI: https://doi.org/10.3141/2394-09, works remain significant, see the declaration
Bernhoft, I.M., Carstensen, G., 2008. Preferences and behaviour of pedestrians and cyclists by age and gender. Transp. DOI: https://doi.org/10.1016/j.trf.2007.08.004, works remain significant, see the declaration
Peter G. Furth*, Yue (Danny) Wang, Michael A. Santos (2019). Multi-Stage Pedestrian Crossings and Two-Stage Bicycle Turns: Delay Estimation and Signal Timing Techniques for Limiting Pedestrian and Bicycle Delay. DOI: https://doi.org/10.4236/jtts.2019.94031
Flávio Cunto,. Calibration and validation of simulated vehicle safety performance at signalised intersections, Accid. Anal. Prev (2008), DOI: https://doi.org/10.1016/j.aap.2008.01.003, works remain significant, see the declaration
Hamed MM. Analysis of pedestrians’ behaviour at pedestrian crossings. Safety Science. 2001; 38: 63–82.
DOI: https://doi.org/10.1016/s0925-7535(00)00058-8, works remain significant, see the declaration
Keegan, O., and O’Mahony, M. (2003). “Modifying pedestrian behaviour.” DOI: https://doi.org/10.1016/S0965-8564(03)00061-2, works remain significant, see the declaration
M K Singh, B K Pathivada. Driver behaviour modelling of vehicles at a signalised intersection with heterogeneous traffic. IATSS Research, 46(2022). DOI: https://doi.org/10.1016/j.iatssr.2021.12.008
M. Essa, T. Sayed.: Traffic conflict models to evaluate the safety of signalised intersections at the cycle level, Accid. Anal. Prev., 89 (2018), pp. 289-302, DOI: https://doi.org/10.1016/j.trc.2018.02.014
S. Marisamynathan, P. Vedagiri (2017): “Modelling Pedestrian Level of Service at Signalised Intersection Under Mixed Traffic Conditions”. https://www.researchgate.net/publication/315908077
Shahana, A., Vedagiri. P.: Developing rear-end and side-swipe conflict prediction models for urban signalized intersections under disordered traffic conditions. IATSS Research. 48, 1–13 (2024).DOI: https://doi.org/10.1016/J.IATSSR.2023.12.004
S.C. Wong, Contributory factors to traffic crashes at signalised intersections in Hong Kong, Accident Analysis and Prevention(2007),DOI: https://doi.org/10.1016/j.aap.2007.02.009, works remain significant, see the declaration
Tiwari, G., Bangdiwala, S., Saraswat, A., and Gaurav, S. (2007). Survival analysis: Pedestrian risk exposure at signalized intersections. DOI: https://doi.org/10.1016/j.trf.2006.06.002, works remain significant, see the declaration
Qing Cai, Jaeyoung Lee (2016).“Macro-level pedestrian and bicycle crash analysis: Incorporating spatial spillover effects in dual state count models”. DOI: https://doi.org/10.1016/j.aap.2016.04.018
Veli Himanen, Risto Kulmala. An application of logit models in analysing the behaviour of pedestrians and car drivers on pedestrian crossings, 1988 IATSS Research.
DOI: https://doi.org/10.1016/0001-4575(88)90003-6, works remain significant, see the declaration
Wael K.M. Alhajyaseen, Hideki Nakamura (2010).“Quality of pedestrian flow and crosswalk width at signalised intersections”. DOI: https://doi.org/10.1016/j.iatssr.2010.06.002, works remain significant, see the declaration
Wang S, Yang J, Hu C, Chen Y. Study on pedestrian safety evaluation and improvement at urban intersections. Paper presented at the International Conference on Transportation Information and Safety, Wuhan, China. 2011. DOI: https://doi.org/10.1061/41177(415)189, works remain significant, see the declaration
X. Yan, E. Radwan, M. Abdel-Aty.: Characteristics of rear-end accidents at signalised intersections using multiple logistic regression model, Accid. Anal. Prev., 37 (2005), pp. 983-995,DOI: https://doi.org/10.1016/j.aap.2005.05.001, works remain significant, see the declaration
Zhaoan Wang, Jianguo Yang, Jinmei Wang (2004): “Pedestrian delay estimation at signalised intersections in developing cities”. DOI: https://doi.org/10.1016/j.tra.2004.11.002, works remain significant, see the declaration
Qiangqiang Guo a, Li Li b, Xuegang (Jeff) Ban a(2019): “Urban traffic signal control with connected and automated vehicles: A survey”. DOI: https://doi.org/10.1016/j.trc.2019.01.026
Eom, M., Kim, B.I.: The traffic signal control problem for intersections: a review. European Transport Research Review. 12, 1–20 (2020). DOI: https://doi.org/10.1186/S12544-020-00440-8/FIGURES/3
Marisamynathan, S., & Vedagiri, P. (2018). A new approach to estimate pedestrian delay at signalised intersections. Transport, 33(1), 249-259. DOI: https://doi.org/10.3846/16484142.2016.1158208
M. Kruszyna, P. Mackiewicz (2006). Influence of Pedestrians’ Entry Process on Pedestrian Delays at Signal-Controlled Crosswalks. DOI: https://doi.org/10.1061/(ASCE)0733-947X(2006)132:11(855), works remain significant, see the declaration
Wael K.M. Alhajyaseen Miho Iryo-Asano (2017) Studying critical pedestrian behavioural changes for the safety assessment at signalised crosswalks. DOI: https://doi.org/10.1016/j.ssci.2016.09.002