Technical Papers
Aug 14, 2020

Deriving Pedestrian Risk Index by Vehicle Type and Road Geometry at Midblock Crosswalks under Heterogeneous Traffic Conditions

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 146, Issue 10

Abstract

Pedestrian crash data are not available in sufficiently large quantity and suffer from known problems such as a low-mean small sample, underreporting, and misclassification. Moreover, under heterogeneous traffic conditions, due to the involvement of multiple classes of vehicles, pedestrian–vehicle interactions become even more complex. To address this limitation, a pedestrian risk index (PRI) linking the probability of a crash between vehicle and pedestrian and the severity of the conflict was developed for varying road and traffic conditions. Data were analyzed from nine locations in different parts of India, accounting for variations in geographical distribution and pedestrian–vehicle interactions. The derived values of PRI were assessed by vehicle type and road geometry. The PRI value was significantly higher when the approaching vehicle was three-wheelers (3W), two-wheelers (2W), and cars compared with heavy vehicles such as buses and trucks. This indicates that the severity of conflicts is higher for lighter vehicles. Furthermore, the addition of lanes increases the PRI value. As an important outcome, variation in PRI values was modeled as a function of vehicle speed, pedestrian volume, and vehicle volume using a multilinear regression approach. The developed model can enable planners and engineers to compute PRI using the independent variables and to evaluate pedestrian safety at urban midblock crossings. Overall, this research contributes immensely to assessing the prevailing level of safety at crosswalks under heterogeneous traffic conditions, thereby improving pedestrian safety.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request, including pedestrian–vehicle trajectory data and PET data.

Acknowledgments

The work described in this article is supported by Council of Scientific & Industrial Research–Central Road Research Institute (CSIR–CRRI) Supra Institutional Network Project for Development of Indian Highway Capacity (INDO-HCM) Manual funded by Planning Commission, Government of India under 12th five-year plan.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 146Issue 10October 2020

History

Received: Feb 24, 2019
Accepted: May 4, 2020
Published online: Aug 14, 2020
Published in print: Oct 1, 2020
Discussion open until: Jan 14, 2021

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Avinash R. Chaudhari [email protected]
Research Scholar, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India. Email: [email protected]
Ninad Gore, S.M.ASCE [email protected]
Research Scholar, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India. Email: [email protected]
Shriniwas Arkatkar, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India (corresponding author). Email: [email protected]; [email protected]
Gaurang Joshi, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC 28223. ORCID: https://orcid.org/0000-0001-7392-7227. Email: [email protected]

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