Estimation of Freeway Work Zone Capacity Using Simulation andField Data
Document Type
Article
Journal/Book Title/Conference
Transportation Research Record: The Journal of the Transportation Research Board
Volume
2130
Publisher
National Academy of Sciences
Publication Date
2009
First Page
16
Last Page
24
Abstract
The objective of this research was to develop analytical models and procedures for estimating the capacity of a freeway work zone considering various geometric, traffic, and work zone related parameters. The study was conducted in two stages: simulation-based modeling, and field data collection. In the first stage, CORSIM (Version 5.1) was used to develop a comprehensive database for various work zone scenarios. Analytical models were developed to predict work zone capacity based on these simulated data and previous literature findings, considering three work zone configurations: 2-to-1, 3-to-2, and 3-to-1 lane closures. In the second stage, field data were collected at a freeway work zone to evaluate and refine the analytical models developed. Data were collected at the freeway work zone site during 15 evening peak periods, which included left- and right-lane closures, as well as rainy weather conditions. The observed capacities were compared to those predicted by the new analytical models as well as those estimated by the HCM 2000. It was concluded that the analytical models developed predicted within one percent the capacity of the study work zone.
Recommended Citation
Heaslip, K., Kondyli, A., Arguea, D., Elefteriadou, L., & Sullivan, F. (2009). Estimation of Freeway Work Zone Capacity Using Simulation and Field Data. Transportation Research Record: The Journal of the Transportation Research Board, No. 2130, 16-24.