Loughborough University
Browse

Effects of passing rates on driving behaviour in variable speed limit-controlled highways: Evidence of external pressure from a driving simulator study

Download (2.29 MB)
journal contribution
posted on 2025-03-28, 09:27 authored by Yasir AliYasir Ali, Mark P.H. Raadsen, Michiel C.J. Bliemer
Variable message signs on motorways can show dynamically changing speed limits for traffic safety or efficiency reasons. While the effects of variable speed limits have been studied in the literature, the effect of (drivers in) vehicles operating under different speed limit information − caused by transitioning from one speed limit to another − has received relatively little attention. During such a transition, drivers can either be overtaken by vehicles operating under a higher speed limit, or conversely, drivers overtake slower vehicles operating under a lower speed limit. In both scenarios, opposite forms of external pressure are expected to be exerted by the surrounding traffic. Sixty-seven participants performed three randomised drives (201 drives in total), each reflecting one of three different passing rates scenarios, i.e., the number of vehicles overtaking the driver, or vice versa, caused by a speed limit change. Passing rates varied from as low as 90 veh/h to as high as 360 veh/h. Increasing passing rates act as a proxy for increasing levels of external pressure applied to drivers. Statistical analyses are conducted using a Linear Mixed Model (LMM) and a Generalised Estimating Equations (GEE) approach, accounting for correlation caused by the panel nature of the data. The LMM indicates that the driving behaviour indicators are indeed affected under different passing rates and that these differences are statistically significant. Results indicate that drivers in higher passing rate scenario(s) tend to accelerate and drive faster compared to the low(er) passing rate scenario(s). Further, the GEE model for speed selection indicates that drivers from different age groups and gender select different speeds in response to the impact of external pressure caused by surrounding traffic. Similarly, the GEE model for speed variation within a driver suggests differential speed variations of age groups and gender under different passing rates. Overall, this study finds pronounced effects directly related to the imposed external pressure via the surrounding traffic, where high passing rates lead to significant speed variations that increase the chances of drivers engaging in safety-critical events.

Funding

University of Sydney Business School ECR Grant

History

School

  • Architecture, Building and Civil Engineering

Published in

Transportation Research Part F: Traffic Psychology and Behaviour

Volume

104

Pages

488 - 505

Publisher

Elsevier Ltd

Version

  • VoR (Version of Record)

Rights holder

© The Author(s)

Publisher statement

This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).

Acceptance date

2024-06-21

Publication date

2024-06-29

Copyright date

2024

ISSN

1369-8478

Language

  • en

Depositor

Dr Yasir Ali. Deposit date: 25 October 2024