TECHNICAL PAPERS
Sep 1, 1986

Evaluation of Staggered and Cross Intersections

Publication: Journal of Transportation Engineering
Volume 112, Issue 5

Abstract

This paper presents an evaluation of two types of staggered intersections compared with a four‐leg cross intersection, with the aim of analyzing the safety and operational characteristics of the intersection layout. The advantages of the staggered intersection are advanced as an alternative layout to the cross intersection. Although the main advantage of a staggered intersection is in safety, this type also has operational advantages in some cases. The safety advantage manifests itself in the need of crossing major road traffic from the minor road to slow down, and in the lower number of conflict points and conflict streams. The operational advantage of a right‐left staggered intersection results from the driver having to cross only one traffic stream with each turn. A quantitative evaluation of different traffic characteristics is carried out. Delays, number of stops, capacity, and geometric delay of the minor road are analyzed for the three types of intersections; the interferences to the major road are also discussed.

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References

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.
6.
Foody, T. J., and Richardson, W. C., “Evaluation of Left‐Turn Lanes as a Traffic Control Device,” Ohio Department of Transportation, 1983.
7.
Garwood, F., and Tanner, J. C., “Accident Studies Before and After Road Changes,” Public Works and Municipal Services Congress, 1956.
8.
Gartner, N. H., “Opac: A Demand Responsive Strategy for Traffic Signal Control,” Transportation Research Record 906, Transportation Research Board, Washington, D.C., 1983.
9.
Hall, L. D., Sinha, K. C., and Michael, H. L., “A Comprehensive Evaluation of Non‐Signalized Control at Low Volume Intersections,” presented at the 1978 Annual Meeting of the Transportation Research Board, Washington, D.C., 1978.
10.
“Interim Materials on Highway Capacity,” Transportation Research Circular No. 212, Transportation Research Board, Washington, D.C., 1980.
11.
Lin, H. J., and Machemehl, R. B., “Developmental Study of Implementation Guidelines for Left‐Turn Treatments,” Transportation Research Record 905, Transportation Research Board, Washington, D.C., 1983.
12.
McDonald, M., Hounsell, N. D., and Kimber, R. M., “Geometric Delay at Non‐Signalized Intersections,” TRRL Supplementary Report 810, Crowthorne, U.K., 1984.
13.
Mahalel, D., and Peled, A., “A Safety, Energy and Environmental Evaluation of Traffic Signal Operation at Off‐Peak Hours,” Traffic Engineering and Control, Vol. 25, No. 2, Feb., 1984.
14.
McGee, H. W., “Guidelines for Prohibiting Right‐Turn on Red at Signalized Intersections,” Transportation Engineering, Jan., 1978.
15.
McNeil, D. R., and Weiss, G. H., “Delay Problems for Isolated Intersections,” Traffic Science, D. C. Gazis, Ed., Wiley Interscience Publishers, 1974.
16.
Organization for Economic Cooperation & Development, “Capacity of At Grade Junctions,” Paris, France, 1974.
17.
Pretty, R. L., “Alternative Methods of Intersection Control Subject to Warrants,” Traffic Engineering and Control, Vol. 24, No. 6, 1983, pp. 296–300.
18.
Road Research Laboratory, “Research on Road Traffic,” HMSO, London, U.K., 1965.
19.
Upchurch, J. E., “Guidelines for Use of Sign Control at Intersections to Reduce Energy Consumption,” ITE Journal, Vol. 53, No. 1, Jan., 1983, pp. 22–34.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 112Issue 5September 1986
Pages: 495 - 506

History

Published online: Sep 1, 1986
Published in print: Sep 1986

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Authors

Affiliations

David Mahalel
Sr. Lect., Dept. of Civ. Engrg., Transportation Research Inst., Technion‐Israel Inst. of Tech., Technion City, Haifa 32000, Israel
Joseph Craus
Prof., Dept. of Civ. Engrg., Transportation Research Inst., Technion, Haifa 32000, Israel
A. Polus, M. ASCE
Sr. Lect., Dept. of Civ. Engrg., Transportation Research Inst., Technion, Haifa 32000, Israel

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