Characterization of Freeway Capacity Reduction Resulting from Traffic Accidents-Reference-Cited by-同舟云学术

Characterization of Freeway Capacity Reduction Resulting from Traffic Accidents

Published:2003-07 Issue:4 Volume:129 Page:362-368
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Smith Brian L.¹,Qin Ling²,Venkatanarayana Ramkumar²

Affiliation:

1. Assistant Professor, Department of Civil Engineering, Univ. of Virginia, 351 McCormick Road, Box 400742, Charlottesville, VA 22904-4742.

2. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Virginia, 351 McCormick Rd., Box 400742, Charlottesville, VA 22904-4742.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282003%29129%3A4%28362%29

Reference7 articles.

1. Goolsby M. E. (1971). “Influence of Incidents on Freeway Quality of Service.” Highway Research Record Transportation Research Board Washington D.C. Number 349 41–46.

2. Federal Highway Administration (FHWA). (2000). “Traffic incident management handbook.” Washington D.C.

3. Johnson R. A. and Bhattacharyya G. K. (2001). Statistics 4th Ed. Wiley New York.

4. Lorenz M. R. and Elefteriadou L. (2000). “A probabilistic approach to defining freeway capacity and breakdown.” Transportation Research Circular Transportation Research Board Report E-C018 Washington D.C. 84–95.

5. Smith B. L. and Ulmer J. M. (2003). “Traffic flow rate measurement: An investigation into the impact of the measurement time interval.” J. Transp. Eng. 129(3).

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