STP530: Skid Resistance of Pavements

    Rizenbergs, RL
    Research engineer chief, research engineer senior, and research engineer, Kentucky Department of Highways, Lexington, Ky.

    Burchett, JL
    Research engineer chief, research engineer senior, and research engineer, Kentucky Department of Highways, Lexington, Ky.

    Napier, CT
    Research engineer chief, research engineer senior, and research engineer, Kentucky Department of Highways, Lexington, Ky.

    Pages: 22    Published: Jan 1973


    Abstract

    Standard pavement types and experimental surfaces on roads throughout Kentucky were evaluated in terms of skid resistance and effects of traffic, wear, and polishing. Friction-versus-speed gradients and the relationships between locked-wheel and incipient friction were determined. Asphaltic concrete pavements on high-speed, four-lane roads were found to be significantly more skid resistant than on two-lane highways and somewhat more skid resistant than concrete surfaces (especially those containing calcareous gravel aggregates). Sand-asphalt surfaces containing significant proportions of limestone sands showed inadequate level of friction for the traffic sustained. Several experimental sand asphalts without limestone sands exhibited greater skid resistance; Kentucky rock asphalt surfaces remain the most skid resistant of all surfaces investigated.

    Keywords:

    skid resistance, friction, pavements, aggregates, surfaces, textures, polishing, wear, traffic


    Paper ID: STP38898S

    Committee/Subcommittee: E17.20

    DOI: 10.1520/STP38898S


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