Field Evaluation of Lane Selection Strategies at Signalized Intersections
Author:
Affiliation:
1. Transportation Engineer, Kittelson and Associates, Inc., Portland, OR 97205.
2. Director, Institute for Transportation Research and Education, North Carolina State Univ., Raleigh NC 27695-8601.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282002%29128%3A3%28224%29
Reference10 articles.
1. Akcelik R. (1981). “Traffic signals: capacity and timing analysis.” Research Rep. ARR No. 123 ARRB Transport Research Vermont South Australia.
2. On the estimation of lane flows for intersection analysis.;Akcelik R.;Aust. Road Res.,1989
3. Lane Volume and Saturation Flow Rate for Multilane Intersection Approach
4. Nevers B. L. (2000). “A model of saturation flow using traffic subgroups.” MS thesis North Carolina State Univ. Raleigh N.C.
5. Lieberman A. B. (1980). “Determining the lateral deployment of traffic on an approach to an intersection.” Transportation Research Record 772 Transportation Research Board Washington D.C.
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