TECHNICAL NOTES
Jul 1, 1992

Exact Minimum Sight Distance on Sag Curve with Centered Overpass

Publication: Journal of Transportation Engineering
Volume 118, Issue 4

Abstract

The solution presented in highway literature for the minimum sight distance, Sm, on a sag vertical curve with a centered overpass is approximate for the case in which Sm is greater than the curve length. The solution relies on the assumption that the driver and object are equidistant from the point of vertical intersection. In this technical note, an exact solution for Sm is derived. The available sight distance, S, is related to the curve parameters, the driver and object heights, their positions on the curve, and the overpass vertical clearance. The exact solution is then obtained by considering the optimum condition. The exact and approximate solutions were compared for the case of a truck driver's eye height, the standard object height, and the minimum vertical clearance for a range of curve length and grade differences. While the difference in the minimum sight distance is not large, the positions of the driver and object at minimum sight distance are quite different from those of the approximate solution. The exact solution also yields a shorter minimum sight distance. The exact solution, which is as simple as the approximate solution, can be directly used by highway professionals.

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References

1.
Carter, E. C., and Homburger, W. S. (1978). Introduction to transportation engineering. Reston Publishing Co., Reston, Va.
2.
Easa, S. M. (1992). “Sight distance relationships for symmetrical sag curves with non‐centered overpasses.” Transp. Res. 26B(3), 241–251.
3.
Hickerson, T. F. (1964). Route location and design. McGraw‐Hill Book Co., Inc., New York, N.Y.
4.
Khisty, C. J. (1990). Transportation engineering: An introduction. Prentice Hall, Englewood Cliffs, N.J.
5.
Neuman, T. R., Glennon, J. C., and Leisch, J. E. (1982). “Stopping sight distance—an operational and cost effectiveness analysis.” Report FHWA/RD‐83/067, Federal Highway Administration (FHWA), U.S. Department of Transportation, Washington, D.C.
6.
Neuman, T. R., and Glennon, J. C. (1984). “Cost‐effectiveness of improvements to stopping sight distance.” Transp. Res. Record 923, 26–34.
7.
Olson, P. L., Cleveland, D. E., Fancher, P. S., Kostyniuk, L. P., and Schneider, L. W. (1984). Parameters affecting stopping sight distance. NCHRP Report 270, Transportation Research Board, National Research Council, Washington, D.C.
8.
A policy on geometric design of highways and streets. (1990). American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 118Issue 4July 1992
Pages: 588 - 592

History

Published online: Jul 1, 1992
Published in print: Jul 1992

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Authors

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Said M. Easa, Member, ASCE
Prof., Dept. of Civ. Engrg., Lakehead Univ., Thunder Bay, Ontario, P7B 5E1 Canada

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