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First published January 2004

Performance Evaluation of Pavement Markings Under Dry, Wet, and Rainy Conditions in the Field

Abstract

The nighttime visibility of three types of pavement markings—a largebeaded permanent pavement marking and two types of patterned pavement marking tapes, one with high-index beads and the other with mixed high-index beads—was evaluated under dry, wet (just after rainfall), and simulated rain conditions (ongoing 1-in./h rainfall). The dependent measures were pavement-marking end-detection distance and retroreflectance. The experiment was conducted at the 3M Transportation Research Center in Cottage Grove, Minnesota. This facility features a level and straight roadway section where 1-in./h rainfall can be simulated. Eighteen subjects between the ages of 55 and 75 participated in the study. The participants drove an experimental vehicle on dry and wet test sections with the pavement-marking treatments. Participants noted the earliest point at which they were able to see the end of the right edge line pavement markings. The retroreflectance of each pavement-marking material was also measured with three handheld retroreflectometers under the three weather conditions, according to ASTM E1710 (dry), ASTM E2177 (wet recovery), and ASTM E2176 (continuous wetting) standards. In terms of end-detection distances, the patterned tape with mixed high-index beads performed best under all three weather conditions. The paint and large-bead pavement markings were comparable to the tape with high-index beads under wet and rainy conditions. Under dry conditions, paint and large-bead pavement markings performed the worst. The detection distances seemed to strongly correlate with the standard retroreflectances only if the retroreflectance data from the corresponding test method are used.

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References

1. Schnell T., Aktan F., Ohme P. J., and Hogsett J. Enhancing Pavement Marking Visibility for Older Drivers. Final report. Iowa Department of Transportation, Ames, March 2003.
2. Schnell T., Aktan F., and Lee Y.-C. Nighttime Visibility and Retroreflectance of Pavement Markings in Dry, Wet, and Rainy Conditions. In Transportation Research Record: Journal of the Transportation Research Board, No. 1824, TRB, National Research Council, Washington, D.C., 2003, pp. 144–155.
3. Bowman B. L., and Kowshik R. R. Comparative Study of Glass Bead Usage in Pavement Marking Reflectorization. In Transportation Research Record 1442, TRB, National Research Council, Washington, D.C., 1994, pp. 57–64.
4. Graham J. R., Harrold J. K., and King L. E. Pavement Marking Retroreflectivity Requirements for Older Drivers. In Transportation Research Record 1529, TRB, National Research Council, Washington, D.C., 1996, pp. 65–70.
5. King L. E., and Graham J. R. Evaluation of Pavement Marking Materials for Wet Night Conditions. Publication FHWA-NC-89-003. FHWA, U.S. Department of Transportation, 1989.

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Article first published: January 2004
Issue published: January 2004

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© 2004 National Academy of Sciences.
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Authors

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Fuat Aktan
Center for Computer Aided Design, University of Iowa, 234 Engineering Research Facility, Iowa City, IA 52242
Thomas Schnell
Operator Performance Laboratory, University of Iowa, 2135 Seamans Center, Iowa City, IA 52242

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