Please use this identifier to cite or link to this item: https://dspace.iiti.ac.in/handle/123456789/17134
Title: Modeling the Effects of Driver and Road Geometric Characteristics on Consecutive Horizontal Curve Perception
Authors: Atif, Mohd
Sil, Gourab
Keywords: driver characteristics;driving experience;horizontal curve perception;road safety;rural highway;vision zero
Issue Date: 2025
Publisher: SAGE Publications Ltd
Citation: Atif, M., & Sil, G. (2025). Modeling the Effects of Driver and Road Geometric Characteristics on Consecutive Horizontal Curve Perception. Transportation Research Record. https://doi.org/10.1177/03611981251362160
Abstract: Driver errors are the major contributors to run-off-road crashes on horizontal curves. Hence, understanding driver perception of horizontal curves is essential for improving road safety. This study examined the combined effects of driver characteristics such as, age, driving experience, annual distance driven, driver type, education, eyeglass use, and geometric features such as radius of preceding curve (R<inf>P</inf>), difference between radii of preceding and succedding curves (ΔR), deflection angle (DA) on consecutive horizontal curve perception. A questionnaire survey was conducted using simulated images of various curve combinations of four-lane rural highways. Ninety-five male drivers examined the images for differences between consecutive curves and responded in a dichotomous (Yes/No) format. Preliminary analysis identified no significant relationship between driver responses and operating speed. Additionally, image- and video-based presentation methods for examining consecutive curve perceptions were found to be statistically comparable. Driver responses were modeled using mixed-effects logistic regression, identifying ΔR, R<inf>P</inf>, Annual distance driven×ΔR, Annual distance driven×DA, and Driving experience×ΔR as significant predictors. The developed model evaluates geometric consistency based on the probability of correctly perceiving curve differences. For existing alignments, curve combinations with R<inf>P</inf>= 300-400 m and ΔR = 50–150 m (e.g., threshold probability < 0.5) were deemed perceptually inconsistent and recommended for treatments like speed signage or chevron signs. For new designs, combinations with R<inf>P</inf>= 300–400 m, ΔR = 150–300 m, and DA = 30–90 degrees were identified as perceptually consistent. The findings support safety policy recommendations, including graduated driver licensing for drivers with ≤10 years of experience and supervised training for drivers covering ≤1,000km annually. © 2025 Elsevier B.V., All rights reserved.
URI: https://dx.doi.org/10.1177/03611981251362160
https://dspace.iiti.ac.in:8080/jspui/handle/123456789/17134
ISBN: 0309099781
9780309041157
9780309044653
9780309099905
9780309104234
9780309295475
9780309099585
9780309295376
9780309441742
030904121X
ISSN: 03611981
21694052
Type of Material: Journal Article
Appears in Collections:Department of Civil Engineering

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