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First published January 2005

Spacing Chevrons on Horizontal Curves

Abstract

The chevron alignment sign is an important traffic control device used to warn drivers of the severity of a curve by delineating the alignment of the road around that curve. FHWA's Manual on Uniform Traffic Control Devices for Streets and Highways provides the following guidance on the spacing of chevrons around a curve: “The Chevron Alignment sign should be spaced such that the road user always has at least two in view, until the change in alignment eliminates the need for the signs” and “the Chevrons should be visible for a sufficient distance to provide the road user with adequate time to react to the change in alignment.” This guidance is broad to account for geometric design features and site obstructions such as steep vertical curvature or heavy vegetation. It also allows flexibility based on site characteristics and available funds, and the use of this verbiage creates a lower liability risk than there would be if a spacing chart were used. However, the broad wording allows for inconsistencies in the roadway system and provides little guidance for maintenance personnel. A field study was conducted to investigate the impacts of varying the number of chevrons in view around a curve. A spacing chart was then developed to simplify maintenance personnel's responsibility for choosing appropriate chevron spacing. The results of the field study indicated that having more than two chevrons in view around the curve provided a benefit in the form of a reduction in speed of about 3 mph at night. Smaller speed reductions were observed during daylight.

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References

1. Manual on Uniform Traffic Control Devices for Streets and Highways. FHWA, U.S. Department of Transportation, 2003.
2. Zwahlen H. T., and Park J. Y. Curve Radius Perception Accuracy as a Function of Number of Delineation Devices (Chevrons). In Transportation Research Record 1495, TRB, National Research Council, Washington, D.C., 1994, pp. 99–106.
3. Jennings B. E., and Demetsky M. J. Evaluation of Curve Delineation Signs on Rural Highways. Report VHTRC 84-R16. Virginia Highway and Transportation Research Council in cooperation with the U.S. Department of Transportation, Charlottesville, Va., 1983.
4. Zador P., Stein H. S., Wright P., and Hall J. Effects of Chevrons, Post-Mounted Delineators, and Raised Pavement Markers on Driver Behavior at Roadway Curves. In Transportation Research Record 1114, TRB, National Research Council, Washington, D.C., 1987, pp. 1–10.
5. Niessner C. W. Post Mounted Delineators. Report FHWA-TS-83–208. FHWA, U.S. Department of Transportation, 1983.
6. Zwahlen H. T. Optimal Application and Placement of Roadside Reflective Devices for Curves on Two-Lane Rural Highways. Report FHWA/OH-94/011. FHWA, U.S. Department of Transportation, 1993.
7. Texas Sign Crew Field Book. Texas Department of Transportation, Austin, 1998.
8. A Policy on Geometric Design of Highways and Streets. AASHTO, Washington, D.C., 1994.
9. Roadside Design Manual. Texas Department of Transportation. Austin, 1997.
10. Carlson P. J., Rose E. R., Chrysler S. T., and Bischoff A. L. Simplifying Delineator and Chevron Applications for Horizontal Curves. Report FHWA/TX-04/0-4052-1. Texas Transportation Institute, College Station, 2004.

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Article first published: January 2005
Issue published: January 2005

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© 2005 National Academy of Sciences.
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Authors

Affiliations

Elisabeth R. Rose
Texas Engineering Extension Service, Texas A&M University System, 3126 TAMU, College Station, TX 77843-3126.
Paul J. Carlson
Operations and Design Division, Transportation Operations Group, Texas Transportation Institute, 3135 TAMU, Texas A&M University System, College Station, TX 77843-3135.

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