Capacity Modeling and Control Optimization for a Two-Lane Highway Lane-Closure Work Zone

Author:

Zhu Wenbo1,Li Zhibin2,Ash John1,Wang Yinhai3,Hua Xuedong4

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

2. Researcher, School of Transportation, Southeast Univ., Nanjing 210096, China; Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195 (corresponding author).

4. Ph.D. Candidate, Jiangsu Key Laboratory of Urban ITS, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference21 articles.

1. Arguea D. F. (2006). “Simulation-based approach to estimate the capacity of a temporary freeway work zone lane closure.” Ph.D. dissertation Univ. of Florida Gainesville FL.

2. Cassidy M. J. and Han L. D. (1992). “Predicting vehicle delays and queue lengths on two-lane highways during maintenance activity.” Proc. Transportation Research Board 71st Annual Meeting Transportation Research Board Washington DC.

3. Proposed model for predicting motorist delays at two-lane highway work zones;Cassidy M. J.;J. Transp. Eng.,1993

4. Estimating motorist delay at two-lane highway work zones;Cassidy M. J.;Transp. Res. Part A Policy Pract.,1994

5. Ceder A. (1993). “Traffic behavior during lane closure periods of a two-lane road.” Transportation and traffic theory Elsevier Amsterdam Netherlands.

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