Safety Implications of Freeway Work Zone Lane Closures

Author:

Zhu Jun1,Saccomanno Frank F.1

Affiliation:

1. Department of Civil Engineering, University of Waterloo, Waterloo, Ontario N2L 3G1, Canada

Abstract

In current freeway work zones, lane closure operations employ both left-lane and right-lane closure layouts. The safety implications of these two layouts are not well understood. First, the safety implications of work zone left-lane closures and right-lane closures for three-lane freeway segments are assessed. Lack of safety is measured on the basis of two traffic-flow characteristics: uncomfortable deceleration and speed variance. These characteristics are obtained for specific work zone layouts by using microlevel simulation (INTEGRATION). Second, an alternative, more channelized lane closure layout is proposed and its safety benefits are compared with those associated with the current leftlane and right-lane closures. The results of the simulation suggest that the proposed channelized lane closure layout results in lower values of uncomfortable deceleration and speed variance and thus improves safety for the three-lane freeway segment.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Changing Regularity of the Interaction Effects of Multi-Scale Factors on Drivers’ Merging Behaviors in the Highway Work Zone;Transportation Research Record: Journal of the Transportation Research Board;2024-01-03

2. Safety Evaluation of Joint and Conventional Lane Merge Configurations for Freeway Work Zones;Traffic Injury Prevention;2012-03

3. Collision avoidance analysis for transition taper length;Transportation Planning and Technology;2011-12

4. Seemingly Unrelated Regression Model of Car Speeds and Speed Deviations in Freeway Work Zones;Transportation Research Record: Journal of the Transportation Research Board;2007-01

5. Risk Analysis of Freeway Lane Closure during Peak Period;Transportation Research Record: Journal of the Transportation Research Board;2005-01

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