The primary purpose of an interchange is to enable
an appropriate level of access to the freeway in a safe and beneficial way to
the driver. It improves road safety and traffic operation by reducing or
eliminating traffic conflicts that would occur if grade separation were not
provided (e.g. intersection). Crossing conflicts are eliminated and turning
conflicts are either eliminated or minimized. The paper focuses on sight
distance criteria in the geometric design of interchanges and junctions,
specifically, implementation of stopping sight distance (SSD) and decision
sight distance (DSD). These issues incorporate implementation of sight distance
policy for: ramps’ geometric design, ramp terminals’ components, and basic
lanes’ reduction. These sight distance criteria can alleviate safety by
reducing conflicts and confusion to the driver and by keeping alignment simple,
direct, and consistent. Specifically, DSD affects traffic control and
intelligent transportation systems applications.
References
[1]
TAC. Transportation Association of Canada (2017) Geometric Design Guide for Canadian Roads.
Austroads (2009) Guide to Road Design, Part 3: Geometric Design, AGRD03/09. Austroads, Sydney, NSW.
[4]
Twomey, J.M., Heckman, M.L. and Hayward, J.C. (1992) Safety Effectiveness of Highway Design Features. Volume IV. Interchanges. FHWA-RD-91-047. Federal Highway Administration.
[5]
Torbic, D.J., Harwood, D.K., Gilmore, D.K., Richard, K.R. and Bared, J.G. (2009) Safety Analysis of Interchanges. Transportation Research Record 2092, 39-47.
[6]
Alexander, G.J. and Lunenfeld, H. (1990) A Users’ Guide to Positive Guidance. 3rd Edition, Federal Highway Administration, USA.
[7]
Bassan, S. (2011) Decision Sight Distance Review and Evaluation. Traffic Engineering and Control, 52, 23-26.
[8]
McGee, H.W. (1979) Decision Sight Distance for Highway Design and Traffic Control Requirements. Transportation Research Record 736, 11-13.
[9]
American Association of State Highway and Transportation Officials (AASHTO) (2011) A Policy on Geometric Design of Highways and Streets. 6th Edition, Washington DC.
[10]
American Association of State Highway and Transportation Officials (AASHTO) (2018) A Policy of Geometric Design of Highways and Streets. 7th Edition, Washington DC.
[11]
Austroads (2003) Rural Road Design. A Guide to the Geometric Design of Rural Roads. Austroads, Sydney, NSW.
[12]
Bassan, S. (2019) Review and Design Policy of Sight Distance Types for the Interurban Highway System. Proceedings of the Institution of Civil Engineers: Transport, 172, 274-288. https://doi.org/10.1680/jtran.17.00075
[13]
Olson, P.L., Cleveland, D.E., Fancher, P.S. and Schneider, L.W. (1984) Parameters Affecting Stopping Sight Distance. Final Report. The University of Michigan. Transport Research Institute, Ann Arbor, Michigan. Prepared for: National Cooperative Highway Research Program. Transportation Research Board. National Research Council. http://mirlyn.lib.umich.edu/Record/004951575
[14]
Bassan, S. (2017) Vertical Curve Design Insights of Road Tunnels versus Highways. Journal of Transportation Safety & Security, 9, 319-346. https://doi.org/10.1080/19439962.2016.1206049