Development of conflict-based safety performance function for safety evaluation of urban roundabouts in India

This study evaluates the safety performance of urban roundabouts in India using conflict-based safety performance functions (SPFs). High-resolution aerial videos were utilized to extract vehicle trajectories, and the surrogate safety assessment model was employed for conflict identification. Data were collected from 27 roundabouts across various Indian cities, focusing on non-lane-based heterogeneous traffic conditions. Four SPFs were developed utilizing a generalized linear model with negative binomial distribution and log link function for different proximity levels based on time-to-collision and post-encroachment time values. Key factors influencing conflict frequency included conflicting traffic volume, occupancy time, ratio of approaching and conflicting traffic volume, percentage of cars and motorcycles, inscribed circle diameter, roundabout symmetry, and number of legs. The developed conflict frequency prediction models fitted well and demonstrated robust predictive performance. This proactive framework for roundabout safety assessment can be followed to enhance road safety in developing nations.

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Publication Details

Journal
Canadian Journal of Civil Engineering
Published
2024-11-13
DOI
https://doi.org/10.1139/cjce-2024-0314
Citations
10
Primary Topic
Traffic and Road Safety
Type
article
Field-Weighted Citation Impact
3.65
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article

Development of conflict-based safety performance function for safety evaluation of urban roundabouts in India

Abhijnan Maji, Satish Chandra, Indrajit Ghosh
10 citations
Canadian Journal of Civil Engineering
Traffic and Road Safety
3.65
article

Development of conflict-based safety performance function for safety evaluation of urban roundabouts in India

Abhijnan Maji, Satish Chandra, Indrajit Ghosh
article en
10 citations

Abstract

This study evaluates the safety performance of urban roundabouts in India using conflict-based safety performance functions (SPFs). High-resolution aerial videos were utilized to extract vehicle trajectories, and the surrogate safety assessment model was employed for conflict identification. Data were collected from 27 roundabouts across various Indian cities, focusing on non-lane-based heterogeneous traffic conditions. Four SPFs were developed utilizing a generalized linear model with negative binomial distribution and log link function for different proximity levels based on time-to-collision and post-encroachment time values. Key factors influencing conflict frequency included conflicting traffic volume, occupancy time, ratio of approaching and conflicting traffic volume, percentage of cars and motorcycles, inscribed circle diameter, roundabout symmetry, and number of legs. The developed conflict frequency prediction models fitted well and demonstrated robust predictive performance. This proactive framework for roundabout safety assessment can be followed to enhance road safety in developing nations.

Canadian Journal of Civil EngineeringVol. 52(4)
Indian Institute of Technology Roorkee (IN)
Openalex Percentile: Top 7%
Traffic and Road Safety
3.65
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Development of conflict-based safety performance function for safety evaluation of urban roundabouts in India — Abhijnan Maji, Satish Chandra, et al. · Canadian Journal of Civil Engineering (2024) | TGRS Research Map | TGRS