Generalized Capacity Estimation Model for Weaving Areas

Author:

Lertworawanich Ponlathep12,Elefteriadou Lily12

Affiliation:

1. Bureau of Road Research and Development, Dept. of Highways, Sri-Ayudhaya Rd., Ratchatevi, Bangkok 10400, Thailand (corresponding author).

2. Dept. of Civil and Coastal Engineering, Univ. of Florida, 511 Weil Hall, P.O. Box 116580, Gainesville, FL 32611-6580.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference9 articles.

1. Cassidy M. J. and May A. D. (1991). “Proposed analytical technique for estimating capacity and level of service of major freeway weaving sections.” Transportation Research Record. 1320 Transportation Research Board Washington D.C.

2. Useful headway models;Cowan R. J.;Transp. Res., Part B: Methodol.,1975

3. Drew D. R. Lamotte L. R. Buhr J. H. and Wattleworth J. A. (1967). “Gap acceptance in the freeway merging process.” HRR Rep. No. 208 1–36.

4. Highway Capacity Manuals (HCM). (2000). “Weaving segments.” TRB Special Rep. No. 209 Transportation Research Board Washington D.C. Chap. 24.

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