Development of surface friction guidelines for LADOTD : tech summary.
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2012-04-01
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Subject/TRT Terms:
- Friction course
- Surface course (Pavements)
- Friction tests
- Rolling friction
- Rolling resistance
- Aggregates
- Aggregate mixtures
- Physical properties
- Texture
- Polishing (Aggregates)
- Rolling contact
- Mix design
- Materials selection
- Friction resistance
- Fearing course mixture
- Aggregate
- Micro-texture
- Macro-texture
- Polishing
- Mix design
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Edition:Tech summary.
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Abstract:The current Louisiana Department of Transportation and Development (LADOTD) surface friction guidelines deal with the polished ; stone values (PSV) of coarse aggregates (which is a relative British Pendulum skid-resistance number measured on polished stones). ; The basic assumption is that coarse aggregates with high PSV values will automatically provide suffi cient surface friction for a wearing ; course mixture. However, the fi eld measurement on friction resistance sometimes does not necessarily support such an assumption. ; In fact, there are many variables/parameters that may aff ect pavement surface friction resistance, and the PSV is just one of them. The ; use of only PSV of coarse aggregates has somewhat clouded the fundamental issues related to skid resistance of a pavement surface. ; In addition, since very limited highly friction-resistant aggregates are locally produced in Louisiana, such friction guidelines will often ; tend to screen out locally available materials by requiring the imported highly friction-resistant aggregates in a wearing course, which ; may not be cost-eff ective.
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Main Document Checksum:urn:sha256:45c194cb4cafd1fced7745d867a2abaf3413a45d09b31824dc04541d17c7e2d3