Laboratory Assessment of Skid Resistance for High RAP Content Warm Mixed Asphalt
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
This paper presents results of laboratory skid resistance testing for three asphalt mixtures containing 0, 50, and 100% reclaimed asphalt pavement (RAP) to evaluate the effects of RAP on surface skid resistance. The mixtures were successfully produced in the laboratory at 116 C with the aid of warm mix additives. A novel technique for fabricating 508 by 508 mm panels for laboratory skid resistance testing is also presented. Skid resistance testing was performed with a dynamic friction tester (DFTester) in conjunction with a circular texture meter (CTMeter). Results were used to calculate international friction index (IFI) values for the three mixtures. IFI results were used to estimate locked wheel skid trailer skid number (SN) values for the mixtures with a correlation from published literature. Based on this limited laboratory assessment, the anticipated skid resistance immediately post construction is not believed to be problematic for warm mixed surface mixtures containing elevated RAP contents.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Asphalt pavements
- Construction materials
- Continuum mechanics
- Design (by type)
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Friction
- Highway and road design
- Infrastructure
- Laboratory tests
- Load and resistance factor design
- Load factors
- Materials characterization
- Materials engineering
- Materials processing
- Mixtures
- Pavements
- Skid resistance
- Solid mechanics
- Structural design
- Tests (by type)
- Transportation engineering
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