Technical Papers
Apr 3, 2012

Operational Effects of Drivers’ Misperception of Horizontal Curvature

Publication: Journal of Transportation Engineering
Volume 138, Issue 11

Abstract

The effect of combining horizontal and vertical curves on operational conditions has been the subject of research over the last few years. A number of studies have reported that combining horizontal curves with crest and sag vertical curves would influence the curvature appearance of such combinations. According to these studies, drivers could misperceive the curvature of a horizontal curve when combined with a vertical curve, and this might result in negative operational effects. These negative effects would most notably be in the form of an erroneous driver’s speed choice. This study presents a driving simulation experiment that was planned and conducted to examine the effect of a driver’s misperception of horizontal curvature on the driver’s speed behavior. The simulation data were analyzed statistically and provided support for the hypothesis that drivers’ misperceptions of horizontal curvature affects their choice of speed. The effects of several geometric parameters on speed were also examined, including curve radius, algebraic difference of vertical grades, rate of vertical curvature, turning direction, superelevation rate, and sight distance.

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Acknowledgments

Financial support by the Natural Sciences and Engineering Council (NSERC) is gratefully acknowledged.

References

Appelt, V. (2000). “New approaches to the assessment of the spatial alignment of rural roads–apparent radii and visual distortion.” Proc., 2nd Int. Symp. on Highway Geometric Design, Road and Transportation Research Association, Cologne, Germany, 620–631.
Bella, F. (2005). “The evaluation of design consistency: Predicting models of operating speed on three-dimensional alignment from tests on driving simulator.” Proc., 3rd Int. Symp. on Highway Geometric Design, Paper GD05-0038, Transportation Research Board, Washington, D.C.
Bella, F. (2009). “Can driving simulators contribute to solving critical issues in geometric design?”, Transportation Research Board, Washington, DC, 120–126.
Bidulka, S., Sayed, T., and Hassan, Y. (2002). “Influence of vertical alignment on horizontal curve perception–phase I: Examining the hypothesis.”, Transportation Research Board, Washington, DC, 12–23.
Hassan, Y., and Easa, S. M. (2003). “Effect of vertical alignment on driver perception of horizontal curves.” J. Transp. Eng., 129(4), 399–407.
Hassan, Y., Sayed, T., and Bidulka, S. (2002). “Influence of vertical alignment on horizontal curve perception–phase II: Modeling perceived radius.”, Transportation Research Board, Washington, DC, 24–34.
Lipar, P. (1997). “Optical leading of axis and geometrical forming of roads.” XIII International Road Federation (IRF) World Meeting in the Road Design and Geometries Session, Geneva, Switzerland.
McFadden, J., and Elefteriadou, L. (2000). “Evaluating horizontal alignment design consistency of two-lane rural highways: Development of new procedure.”, Transportation Research Board, Washington, DC, 9–17.
Misaghi, P., and Hassan, Y. (2005). “Modeling operating speed and speed differential on two-lane rural roads.” J. Transp. Eng., 131(6), 408–417.
Mori, Y., Kurihara, M., Hayama, A., and Ohkuma, S. (1995). “A study to improve the safety of expressways by desirable combinations of geometric alignments.” Proc., Int. Symp. on Highway Geometric Design Practices, Transportation Research Board, Washington, DC, 23-1–23-12.
Said, D., Abd El Halim, A. O., and Hassan, Y. (2009). “Desirable spiral length based on driver steering behavior.”, National Research Council, Washington, DC, 28–38.
Smith, B. L., and Lamm, R. (1994). “Coordination of horizontal and vertical alinement with regard to highway esthetics.”, Transportation Research Board, Washington, DC, 73–85.
Taiganidis, I., and Kanellaidis, G. (1999). “Approximate perspective design of roads.” J. Transp. Eng., 125(4), 314–323.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 138Issue 11November 2012
Pages: 1314 - 1320

History

Received: Sep 30, 2010
Accepted: Mar 30, 2012
Published online: Apr 3, 2012
Published in print: Nov 1, 2012

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M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., 1125 Colonel By Dr., Ottawa, ON, Canada K1S 5B6 (corresponding author). E-mail: [email protected]
Assistant Professor, Dept. of Civil Engineering, Ain Shams Univ., Cairo, Egypt. E-mail: [email protected]

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