Evaluation of Staggered and Cross Intersections

Author:

Mahalel David1,Craus Joseph2,Polus A.3

Affiliation:

1. Sr. Lect., Dept. of Civ. Engrg., Transportation Research Inst., Technion‐Israel Inst. of Tech., Technion City, Haifa 32000, Israel

2. Prof., Dept. of Civ. Engrg., Transportation Research Inst., Technion, Haifa 32000, Israel

3. Sr. Lect., Dept. of Civ. Engrg., Transportation Research Inst., Technion, Haifa 32000, Israel

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference19 articles.

1. Bennett G. T. “Road Junctions: Suggestions for Improved Designs ” Public Works Road and Transportation Congress 1947.

2. Bennett G. T. and Blackmore F. C. “Accident Risks and Capacity of Single Level Intersections ” Theme 11 10th International Study Week in Traffic and Safety Engineering Rotterdam The Netherlands 1970.

3. Bernioff B. Carson C. and Dock F. “A Study of Clearance Intervals Flashing Operations and Left‐Turn Phasing at Traffic Signals ” FHWA‐RD‐78‐48 Washington D.C. 1980.

4. Craus J. “Analysis of Operational Characteristics of Staggered Intersections ” Research Report 83‐26 Transportation Research Institute Haifa Israel Apr. 1983.

5. Euler G. W. “Traffic Signal Timing Optimization Achieving National Objectives Through State and Local Government Actions ” ITE Journal Sept. 1983 pp. 14–17.

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3. Traffic design and signal timing of staggered intersections based on a sorting strategy;Advances in Mechanical Engineering;2016-04-01

4. Investigation of the performance of two-way left-turn lane on roads with staggered intersections;Canadian Journal of Civil Engineering;2014-12

5. Road Design and Road Furniture;The Handbook of Road Safety Measures;2004

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