U.S. Department of Transportation
Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC 20590
202-366-4000
Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations
REPORT |
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Publication Number: FHWA-HRT-17-075 Date: March 2018 |
Publication Number: FHWA-HRT-17-075 Date: March 2018 |
This appendix presents additional details provided by SCDOT regarding its installations of profiled thermoplastic pavement markings.
An average cost would be $0.50/linear ft. Service life of 5 years.
Primarily, raised profiles are used, and the thermoplastic is preferred to the disc but both are allowed.
Typically, the edge line only is treated.
Criteria for rumble strips including profiled thermoplastic markings [are] available at: http://info.scdot.org/Construction_D/Engineering%20Directive%20Memorandums/EDM53.pdf.
Specifications [are] available at: http://www.scdot.org/doing/technicalpdfs/supspecs/profile_marking_system.pdf.
Rumble strips shall be placed on shoulders or edge lines of all partial and non-controlled access roadways, subject to the following criteria:
Thermoplastic profiled markings are an acceptable alternative only if rumble stripes are not feasible due to structural insufficiencies of a paved shoulder where milled in rumble strips may damage the surface/shoulders.
- Roadway is classified as rural.
- ADT [average daily traffic] is 500 vehicles per day or greater.
- Posted speed limit is 45 mi/h or greater.
- Existing roadway width is 20 ft or greater.
A select few projects may have been through resurfacing efforts but is minimal.
Not aware of any challenges.
Their use is limited due to the short lifecycle and comparable cost to milled in rumble strips. We are not necessarily a snow State, but any snow removal or shoulder leveling would practically remove the markings.
Obviously, use of the profile should be in a State with limited snow activity. One should also consider that when shoulders are leveled that the profiled marking will likely be removed. Where possible, milled-in rumble strips should be the preferred method based on cost and longevity.