TECHNICAL PAPERS
Jun 13, 2003

Effect of Vertical Alignment on Driver Perception of Horizontal Curves

Publication: Journal of Transportation Engineering
Volume 129, Issue 4

Abstract

The perception of the driver of the road features ahead is an important human factor that can considerably affect traffic safety and design consistency, and should be addressed in road design. An erroneous perception of the road can lead to actions that may compromise traffic safety. Previous studies have shown that combined horizontal and vertical alignments can cause a wrong perception of the horizontal curvature. In this paper, the hypothesis that the perception of the driver of the horizontal curvature is affected by the overlapping vertical alignment is examined analytically. Computer animation was selected as a three-dimensional presentation method of the road perspective, and was found to produce a realistic view of the road. A sample of drivers was interviewed to determine the radius of a horizontal curve on a level grade that would look equal to a radius of a horizontal curve overlapping with a vertical curve. The statistical analysis showed that the horizontal curvature looked consistently sharper when it overlapped with a crest curve and consistently flatter when it overlaps with a sag curve. Field measurements of operating speed profiles on a selected sample of combined alignments confirmed that, for the selected sample of alignments, driver behavior on horizontal curves depended on the overlapping vertical curve rather than the vertical grade of the approach tangent.

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References

Alexander, G. J., and Lunenfeld, H. (1986). “Driver expectancy in highway design and traffic operations.” Rep. No. FHWA-TO-86-1, Federal Highway Administration, Springfield, Va.
Al-Masaeid, H. R., Hamed, M., Ela, M. A., and Ghannan, A. G.(1994). “Consistency of horizontal alignment for different vehicle classes.” Transp. Res. Rec., 1500, 178–183.
American Association of State Highway and Transportation Officials (AASHTO). (2001). “A policy on geometric design of highways and streets.” AASHTO, Washington, D.C.
Fitzpatrick, K., and Collins, J. M.(2000). “Speed-profile model for two-lane rural highways.” Transp. Res. Rec., 1737, 42–49.
Fitzpatrick, K., Krammes, R. A., and Fambro, D. B.(1997). “Design speed, operating speed, and posted speed relationships.” Inst. Transp. Eng. J., 67(2), 52–59.
Gattis, J. L., and Duncan, J.(1995). “Geometric design for adequate operational preview of road ahead.” Transp. Res. Rec., 1500, 139–145.
Gibreel, G., Easa, S. M., and Al-Dimeery, I. A.(2001). “Prediction of operating speed on three-dimensional highway alignments.” J. Transp. Eng., 127(1), 21–30.
Gibreel, G., Easa, S. M., Hassan, Y., and Al-Dimeery, I. A.(1999). “State of the art of highway geometric design consistency.” J. Transp. Eng., 125(4), 305–313.
Hassan, Y., and Easa, S. M.(2000). “Modeling of required preview sight distance.” J. Transp. Eng., 126(1), 13–20.
Hassan, Y., Easa, S. M., and Abd El Halim, A. O.(1997). “Automation of determining passing and no-passing zones on two-lane highways.” Can. J. Civ. Eng., 24(2), 263–275.
Ministry of Transportation of Ontario (MTO). (1995). Manual of uniform traffic control devices, Downsview, Ont., Canada.
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., 1st Int. Symp. on Highway Geometric Design Practices, Transportation Research Board, Washington, D.C., 23:1–23:12.
Olson, P. L. (1996). Forensic aspects of driver perception and response, Lawyers and Judges Publishing Company, Inc., Tucson, Ariz.
Penny, K., and Belluz, L. (1999). “Visual perception of combined vertical and horizontal curves using 3D computer modeling.” Dept. of Civil Engineering, Lakehead Univ., Thunder Bay, Ont., Canada.
Smith, B. L., and Lamm, R.(1994). “Coordination of horizontal and vertical alignment with regard to highway aesthetics.” Transp. Res. Rec., 1445, 73–85.
Transportation Association of Canada (TAC). (1999). Geometric design guide for Canadian roads, Ottawa.
Wooldridge, M. D., Fitzpatrick, K., Koppa, R., and Bauer, K.(2000). “Effects of horizontal curvature on driver visual demand.” Transp. Res. Rec., 1737, 71–77.
Zakowska, L.(1999). “Road curves evaluation based on road-view perception study.” Transp. Res. Rec., 1689, 68–72.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 129Issue 4July 2003
Pages: 399 - 407

History

Received: Jun 2, 2000
Accepted: Apr 22, 2002
Published online: Jun 13, 2003
Published in print: Jul 2003

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Authors

Affiliations

Y. Hassan, M.ASCE
Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa ON, Canada K1S 5B6.
S. M. Easa, M.ASCE
Professor and Chair, Dept. of Civil Engineering, Ryerson Polytechnic Univ., Toronto ON, Canada.

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