Proposed Model for Predicting Motorist Delays at Two‐Lane Highway Work Zones
Author:
Affiliation:
1. Asst. Prof. of Civ. Engrg., Purdue Univ., School of Civ. Engrg., West Lafayette, IN 47907
2. Asst. Prof. of Civ. Engrg., Virginia Polytechnic Inst. & State Univ., Blacksburg, VA 24061
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281993%29119%3A1%2827%29
Reference5 articles.
1. Cassidy M. J. and Han L. D. (1992). “Predicting vehicle delays and queue lengths on two‐lane highways during maintenance activity.” Presented at the 71st Annual Meeting of the Transp. Res. Board Transportation Research Board Jan.
2. Dudek C. and Richard S. (1981). “Traffic capacity through work zones on urban freeways.” Report No. FHWA/TX‐81/28 + 228‐6 Texas Transp. Inst. Texas A&M Univ. College Station Tex.
3. Newell G. (1982). Applications of queueing theory . Chapman and Hall New York N.Y.
4. Pitstick M. (1990). “Measuring delay and simulating performance at isolated signalized intersections using cumulative curves.” Transp. Res. Record No. 1287 34–41.
5. “Special report 209.” (1985). The highway capacity manual . Transp. Res. Board Washington D.C.
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