Defining Freeway Capacity as Function of Breakdown Probability

Author:

Lorenz Matt R.12,Elefteriadou Lily3

Affiliation:

1. Kittelson & Associates, Inc., 610 SW Alder, Suite 700, Portland, OR 97225

2. Urbitran Associates, Inc., 71 West 23rd Street, Suite 11, New York, NY 10010

3. Pennsylvania Transportation Institute, Pennsylvania State University, 201 Transportation Research Building, University Park, PA 16802

Abstract

The need for an enhanced freeway capacity definition that incorporates the probabilistic nature of the freeway breakdown process is addressed. This is investigated through an extensive analysis of speed and volume data collected at two freeway bottleneck sites in Toronto, Ontario, Canada. At each site, the freeway breakdown process was examined in detail for more than 40 congestion events occurring during the course of nearly 20 days. Preliminary models were developed for each site. These models are used to describe the probability of breakdown versus the observed flow rate and to examine the implications that this probabilistic approach to breakdown has on the current definition of freeway capacity. A revised, probabilistic freeway capacity definition is proposed for use in future editions of the Highway Capacity Manual.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference6 articles.

1. Exploration of the Breakdown Phenomenon in Freeway Traffic

2. O’LeathJ. L. Determination of the Probability of Breakdown on a Freeway Based on Zonal Merging Probabilities. M.S. thesis. Department of Civil and Environmental Engineering, Pennsylvania State University, State College, 1998.

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