TECHNICAL PAPERS
Apr 1, 2007

How Modern Headlamp Performance Impacts Sag Vertical Curve Design

Publication: Journal of Transportation Engineering
Volume 133, Issue 4

Abstract

For over 50 years, the basis for calculating the length of sag vertical curves has been the sight distance based on a 1° upward divergence of the headlamp beam. Over the last 20 years, headlamps have transitioned from being 100% sealed beam to modern replaceable bulb headlamps that project less light above the horizontal plane compared to the sealed beam headlamps that are the basis for the sag curve design. This paper analyzes the performance of modern headlamps with respect to sag vertical curve design by calculating the amount of illumination reaching the pavement in a sag curve. The analysis indicates that the headlamp beam angle used to calculate sag curve length should change from 1 to 0.75° to provide an illuminance level with modern headlamps that is equal to the illuminance provided by sealed beam headlamps. Such a change would increase the K values for sag curve design from 13, 30, and 55 to 15, 37, and 70 for design speeds of 110, 80, and 50kmh , respectively.

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Acknowledgments

The analysis described in this paper was conducted as part of an unfunded effort independent of any sponsored research. The writer would like to recognize Paul J. Carlson for his advice on several matters related to the analysis.

References

American Association of State Highway Officials (AASHO). (1954). A policy on geometric design of rural highways, AASHO, Washington, D.C.
American Association of State Highway Officials (AASHO). (1965). A policy on geometric design of rural highways, AASHO, Washington, D.C.
AASHTO. (2004). A policy on geometric design of highways and streets, Washington, D.C.
Avery Dennison. (2001). “Please register here to download ERGO2001 and/or the ERGO2001 users’ guide.” http://www.reflectives.averydennison.com/films-ergo2001.html (Jan. 4, 2006).
Carlson, P. J. (2002). “A model for estimating traffic sign illuminance and luminance as a function of pavement reflectance.” Dissertation, Texas A&M Univ., College Station, Tex.
Carlson, P. J., and Hawkins, H. G., Jr. (2003). “Updated minimum retroreflectivity levels for traffic signs.” FHWA-RD-03-081, Federal Highway Administration, Washington, D.C.
Fambro, D. B., Fitzpatrick, K., and. Koppa, R. J. (1997). “Determination of stopping sight distance.” National Cooperative Highway Research Program Rep. 400, Transportation Research Board, Washington, D.C.
Hassan, Y., and Easa, S. M. (1998). “Design of sag vertical curves in three-dimensional alignments.” J. Transp. Eng., 124(1), 52–58.
National Highway Traffic Safety Administration (NHTSA). (2001). “Glare from headlamps and other front mounted lamps.” Federal motor vehicle safety standard No. 108, U.S. Dept. of Transportation, Washington, D.C.
Noble, C. M. (1937). “Thoughts on highway design research as related to safety of vehicle operation.” Proc., 7th Annual Meeting of the Highway Research Board, 242–253.
Noble, C. M. (1940). “Design features—Pennsylvania Turnpike: Safety is paramount consideration in planning long toll road.” Civ. Eng. (N.Y.), 10(7), 437–440.
Paniati, J. F., and Mace, D. J. (1993). “Minimum retroreflectivity requirements for traffic signs.” Rep. No. FHWA-93-077, Federal Highway Administration, McLean, Va.
Schoettle, B., Sivak, M., and Flannagan, M. J. (2001). “High-beam and low-beam headlighting patterns in the U.S. and Europe at the turn of the millennium.” Rep. UMTRI-2001-19, Univ. of Michigan Transportation Research Institute, Ann Arbor, Mich.
Schoettle, B., Sivak, M., Flannagan, M. J., and Kosmatka, W. J. (2004). “A market-weighted description of low-beam headlighting patterns in the U.S.” Rep. UMTRI-2004-23, Univ. of Michigan Transportation Research Institute, Ann Arbor, Mich.
Sivak, M., Flannagan, M. J., Kojima, S., and Traube, E. C. (1997). “A market-weighted description of low-beam headlighting patterns in the U.S.” Rep. UMTRI-97-37, Univ. of Michigan Transportation Research Institute, Ann Arbor, Mich.
Thompson, D. (1944). “Sight distance on sag vertical curves.” Civ. Eng. (N.Y.), 14(2), 22.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 133Issue 4April 2007
Pages: 223 - 231

History

Received: Jan 24, 2006
Accepted: Jul 11, 2006
Published online: Apr 1, 2007
Published in print: Apr 2007

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Authors

Affiliations

H. Gene Hawkins Jr., Ph.D., M.ASCE
P.E.
Associate Professor, Zachry Dept. of Civil Engineering, 3136 TAMU, Texas A&M Univ., College Station, TX 77843-3136. E-mail: [email protected]

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