Analytical Determination of Size and Location of Roadside Horizontal Sightline Offsets for Compound Curves
- 1 Department of Civil Engineering, The American University in Dubai, Dubai, UAE
Abstract
AASHTO’s guideline for geometric design of highways and similar guidelines require that roadside areas on the inside of horizontal curves be cleared of high objects to provide stopping sight distance. The guidelines have analytical models for determining the extent of clearance, known as the horizontal sightline offset or clearance offset, for simple curves. Researchers in the past have developed analytical models for clearance offsets for spiraled and reverse curves. Very few researchers developed analytical models for available sight distances for compound curves. Still missing are models for horizontal sightline offsets and locations of the offsets for compound curves. The objective of this paper is to present development of analytical models and charts for determining horizontal sightline offsets and their locations for compound curves. The paper considers curves whose component arcs are individually shorter than stopping sight distance. The resulting models and the charts have been verified with accurate values determined using graphical methods. The models and the charts will find application in geometric design of highway compound curves.
- The American Association of State Highways and Transportation Officials (AASHTO) (2018) A Policy on Geometric Design of Highways and Streets. The American Association of State Highways and Transportation Officials, Washington DC.
- Raymond, W.L. (1972) Offsets to Sight Obstructions near the Ends of Horizontal Curves. ASCE Journal of Civil Engineering, 42, 71-72.
- Glennon, J.C. (1978) Effects of Sight Distance on Highway Safety. Transportation Research Board (TRB) State of the Art Report No. 6, Washington DC, 64-77.
- Olson, P.L., Cleveland, D.E., Fancher, P.S. and Schneider, L.W. (1984) Parameters Affecting Stopping Sight Distance. Research Report NCHRP 270, Washington DC.
- Cleveland, D.E., Kostyniuk, L.P., Waissi, G.R., Olson, P.L. and Fancher, P.S. (1985) Stopping Sight Distance Parameters. Transportation Research Record No. 1026, Washington DC, 13-23.
- Waissi, G.R. and Cleveland, D.E. (1987) Sight Distance Relationships Involving Horizontal Curves. Transportation Research Record No. 1122, Washington DC, 96-107.
- Easa, S.M. (1991) Lateral Clearance to Vision Obstacles on Horizontal Curves. Transportation Research Record No. 1303, Washington DC, 22-32.
- Lovell, D.J. (1999) Automated Calculation of Sight Distance from Horizontal Geometry. Journal of Transportation Engineering, 125, 297-304. https://doi.org/10.1061/(ASCE)0733-947X(1999)125:4(297)
- Lovell, D.J., Jong, J.C. and Chang, P.C. (2001) Improvement to Sight Distance Algorithm. Journal of Transportation Engineering, 125, 283-288. https://doi.org/10.1061/(ASCE)0733-947X(2001)127:4(283)
- Ameri, M., Rostami, T., Mansourian, A. and Salehabadi, E. (2012) New Method for Determination of Driver Sight Distance from Roadside Obstacles on Horizontal Curves. Journal of Basic and Applied Scientific Research, 2, 141-158.
- Mauga, T. (2014) Horizontal Clearance Offsets to Objects Higher than Sightlines. Transportation Research Record, 2436, 23-31. https://doi.org/10.3141/2436-03
- You, Q.C. and Easa, S.M. (2016) Innovative Roadside Design Curve of Lateral Clearance: Roadway Simple Horizontal Curves. Journal of Transportation Engineering, 142, 1-10. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000889
- Mauga, T., Ghanma, M. and Ahmed, K. (2013) Roadside Clearance Limit on Horizontal Curves with Transition Arcs: Sites with Circular Arcs Shorter than Sight Distance. Transportation Research Record, 2358, 20-28. https://doi.org/10.3141/2358-03