Technical Papers
Aug 30, 2022

A Reliability-Based Framework to Assess the Impacts of Increasing Freeways’ Posted Speed Limits

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 148, Issue 11

Abstract

Posted speed limits have a critical impact on highway safety and mobility. Increasing the posted speed limit may increase the risk of collisions and reduce the overall safety level. This study utilized a reliability-based framework to assess the safety impacts of increasing the speed limits on highways. Four highway segments were considered, including tangents, horizontal curves, and crest and sag vertical curves. For each segment, the suitable modes of noncompliance were evaluated at four speed limit scenarios (100, 110, 120, and 130  km/h) to quantify the increased risk associated with the speed limit increase. The results indicate serious negative implications of the speed limit increase, as the risk ratio corresponding to a 10  km/h increase in speed limit averaged between 1.09 and 1.75 on tangents with varying traffic volume conditions. On horizontal curves, the risk ratios of skidding and inadequate sight distance were around 1.43 and 1.73, respectively. The same 10  km/h increase in speed limits resulted in an average risk ratio of 1.74 and 1.49 for vertical crest and vertical sag curves, respectively. The framework was applied to assess a proposed increase in speed limits on a group of freeways in Ontario, Canada, from 100  km/h to 120  km/h. The results showcase the significant added risks using actual freeway parameters and characteristics collected from the field, despite the conservative road design. Furthermore, mobility assessment by means of microsimulation indicated little to no benefits of the speed limit increase in the studied section. The presented framework advocates a proactive safety approach for practitioners to evaluate speed limit changes before implementation. Additionally, the reported findings shed light on the safety risks of raising the freeway speed limits and refute the claims of enhanced mobility that are often used to promote such changes.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors acknowledge that North York lies on the traditional territory of the Wendat, Haudenosaunee, Anishnaabeg, and the Mississaugas of the Credit, and within the lands protected by the “Dish with One Spoon” wampum agreement. The authors also acknowledge the enduring presence of First Nations, the Métis Nation, and the Inuit Peoples.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 148Issue 11November 2022

History

Received: Jan 21, 2022
Accepted: Jun 23, 2022
Published online: Aug 30, 2022
Published in print: Nov 1, 2022
Discussion open until: Jan 30, 2023

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Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. W, Hamilton, ON, Canada L8S 4L8 (corresponding author). ORCID: https://orcid.org/0000-0003-0694-1461. Email: [email protected]
Mohamed Gamal Khalil
Formerly, Master’s Student, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. W, Hamilton, ON, Canada L8S 4L8.
Chao Qi
Formerly, Master of Engineering Student, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. W, Hamilton, ON, Canada L8S 4L8.
Mohamed Hussein
Assistant Professor, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. W, Hamilton, ON, Canada L8S 4L8.

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  • Modified Reliability Theory for Speed-Based Evaluation of Successive Geometric Elements, Journal of Transportation Engineering, Part A: Systems, 10.1061/JTEPBS.TEENG-7733, 150, 3, (2024).

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