Exact Minimum Sight Distance on Sag Curve with Centered Overpass-Reference-Cited by-同舟云学术

Exact Minimum Sight Distance on Sag Curve with Centered Overpass

Published:1992-07 Issue:4 Volume:118 Page:588-592
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Easa Said M.¹

Affiliation:

1. Prof., Dept. of Civ. Engrg., Lakehead Univ., Thunder Bay, Ontario, P7B 5E1 Canada

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281992%29118%3A4%28588%29

Reference8 articles.

1. Carter E. C. and Homburger W. S. (1978). Introduction to transportation engineering . Reston Publishing Co. Reston Va.

2. Sight distance relationships for symmetrical sag curves with noncentered overpasses

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.

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1. Design of curvilinear sections in vertical alignment of roads and railways using general transition curves;Automation in Construction;2024-07

2. Length requirements for single-arc asymmetrical sag vertical curve for highways;Canadian Journal of Civil Engineering;2010-06

3. Improved Sight Distance Model for Sag Vertical Curves with Overpasses;Transportation Research Record: Journal of the Transportation Research Board;2009-01