Lane-Distribution Models and Related Effects on the Capacity for a Three-Lane Freeway Section: Case Study in Italy

Author:

Pompigna Andrea1,Rupi Federico2

Affiliation:

1. Voluntary Research and Teaching Assistant, Dept. of Civil, Chemical, Environmental, and Materials Engineering, Univ. of Bologna, Viale Risorgimento, 2, 40136 Bologna, Italy (corresponding author).

2. Professor, Dept. of Civil, Chemical, Environmental, and Materials Engineering, Univ. of Bologna, Viale Risorgimento, 2, 40136 Bologna, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference44 articles.

1. Another look at identifying speed-flow relationships on freeways;Allen B. L.;Transp. Res. Rec.,1985

2. Variation in freeway lane use patterns with volume, time of day, and location;Amin M. R.;Transp. Res. Rec.,2005

3. Beentjes R. M. (2012). “Performance of rush-hour lanes and plus lanes: A study to behavioral factors and design factors.” M.S. thesis Delft Univ. of Technology Delft Netherlands.

4. Brackstone M. McDonald M. and Wu J. (1998). “Lane changing on the motorway: Factors affecting its occurrence and their implications.” Proc. IET Conf. Institution of Engineering and Technology Stevenage U.K. 160–164.

5. Variability of traffic-flow measures across freeway lanes;Carter M.;Can. J. Civil Eng.,1999

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