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.

Highlights

  • Walking is still considered as a vital travel mode, though there have been many modes of motorized transportations

  • 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

  • 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

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Summary

Introduction

Walking is still considered as a vital travel mode, though there have been many modes of motorized transportations. Significant attention is being given to walking, due to large amounts of pollution and congestion attributed to motorized transportations. To increase number of walking trips, there is a need for clear understanding of pedestrian behaviour under various conditions. Among various pedestrian facilities, signalized intersections are complex and high risk for pedestrians because pedestrians and vehicles are sharing the same road space in terms of crosswalks at signalized intersections. Various types of pedestrian control strategies, such as fixed time control, dynamic control, coordinated control and adaptive control are provided at signalized intersections based on pedestrian and traffic flow and geometric conditions. Fixed-time control signal is the most cost effective among all the strategies and is widely used at signalized intersections under mixed traffic conditions

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