Theoretical and Empirical Relationships for the Quality of Flow and for a New Level of Service on Two-Lane Highways
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Technion, Israel Institute of Technology, Haifa 32000, Israel.
2. Professor, Jerusalem College of Engineering, P.O. Box 53162, Jerusalem 91035, Israel.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282009%29135%3A6%28380%29
Reference12 articles.
1. Botha J. L. Sullivan E. C. and Zeng X. (1994). “Level-of-service of two-lane rural highways with low design speeds.” Transportation Research Record. 1457 Transportation Research Board Washington D.C. 17–25.
2. Harwood D. W. Potts I. B. Bauer K. M. Bonneson J. A. and Elefteriadou L. (2003). “Two-lane road analysis methodology in the Highway Capacity Manual.” Final Rep. National Cooperative Highway Research Program Project No. 20-7 (160) Washington D.C.
3. Luttinen T. R. (2001). “Percent time-spent-following as a performance measure for two-lane highways.” Transportation Research Record. 1776 (01-2730) Transportation Research Board Washington D.C. 52–59.
4. Luttinen R. T. (2002). “Uncertainty in operational analysis of two-lane highways.” Transportation Research Record. 1802 Transportation Research Board Washington D.C. 105–114.
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