Study on Geometric Design of Nay Pyi Taw-Mandalay Expressway and Possible Improvements; Sagarinn-Myinsain Portion
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33090
Study on Geometric Design of Nay Pyi Taw-Mandalay Expressway and Possible Improvements; Sagarinn-Myinsain Portion

Authors: War War Myint

Abstract:

Geometric design is an important part of planning process design for physical highway to fill up basic function of roads, to give good traffic service. It is found that most of the road safety problems occur at the horizontal curves and complex-compound curves. In this paper, review on Sagarinn-Myinsain Portion of Nay Pyi Taw - Mandalay highway has been conducted in aspect of geometric design induced road safety condition. Horizontal alignment of geometric features and curve details are reviewed based on (AASHTO) standard and revised by Autodesk Land Desktop Software. Moreover, 85th Percentile Operation Speeds (V85) with driver confidence on horizontal curves is evaluated in order to obtain the range of highway safety factor (FS). The length of the selected highway portion is 13.65 miles and 8 lanes. The results of this study can be used to investigate the possible hazardous locations in advance and to revise how design radius and super elevation should be for better road safety performance for the selected portion. Moreover, the relationship between highway safety and highway geometry characteristics can also be known.

Keywords: Geometric design; horizontal alignment; superelevation; 85th percentile operation speed (V85), safety factor (FS).

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1080058

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1538

References:


[1] S. W. Enfant, "A policy on geometric design of highway AASHTO," Washington, D.C 20594, vol. 1, Dec.2004.
[2] F. Micheal, "Speed prediction for two-lane rural highway," Aug.2000.
[3] M.A. Brewer, "Design speed, operating speed, and posted speed practice" Washington, D.C, July, 2003.
[4] LHerrestedt, P.Griebe, "Safer signing and making of horizontal curve," Traffic engineering and control,pp.82-87,March 2001.
[5] "State highway design manual section: 3 design forms,"Dec, 2000.
[6] Crowthorne, Transport research laboratory, overseas road note 6, "A guide to geometric designs," Dec, 2000.
[7] "Road safety engineering assessment on rural road," vol.2, May, 1999.
[8] W. R. Mcshane, R.P.Roess,"Traffic engineering," Polytechnic University,1999.
[9] D. Stewsrt, C. Chudworth, "A remedy for accident at bent traffic engineering and control,"London, vol 31n2, pp88-992, 1990.
[10] B. L, Hill, "Vision, visibility and perception in driving perception," London, vol 19, pp183-216, 1980.
[11] R. Lamm, J. H, Koeckner, "Safety evaluation of highway design parameters, road and construction,"vol.10, pp 14-22, 1980.
[12] T. F. Lyinam, S. Lyinam M. Ergun, "Analysis of relationship between safety and road geometric design element," Technical University of Istanbul, Aug, 2008.