Skid distances obtained from locked wheel stop at 40 mph may vary from 90 to 200 ft on wet highway pavements; causes of variation in skid resistance include polishing of aggregate in portland cement concrete or bituminous pavements, glazing of bituminous pavements, foreign films; tests carried out showed that limestone-dolomite type of stone is more prone to polish than granites, greenstones, diabases and siliceous gravels and sands; more testing is needed to determine extent to which many other types of stone will polish under traffic.


    Zugriff

    Zugriff über TIB

    Verfügbarkeit in meiner Bibliothek prüfen


    Exportieren, teilen und zitieren



    Titel :

    Variations in skid resistance of highway surfaces


    Weitere Titelangaben:

    SAE -- Paper


    Beteiligte:
    Dillard, J.H. (Autor:in)

    Kongress:

    SAE Meeting ; 1965 Skid resistance



    Erscheinungsdatum :

    1965


    Format / Umfang :

    10 pages


    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Print


    Sprache :

    Englisch


    Schlagwörter :


    Variations in the Skid Resistance of Highway Surfaces

    Dillard, Jack H. | SAE Technical Papers | 1965


    Skid Resistance of Highway Pavement Surfaces

    J. Stone / W. Gulden | NTIS | 1974


    Skid Resistance and Highway Safety

    Murad, M. M. | British Library Conference Proceedings | 1998


    Highway Skid Resistance - A Plan of Action

    Goodwin, W. A. | SAE Technical Papers | 1971


    Short-Term, Weather-Related Skid Resistance Variations

    B. J. Hill / J. J. Henry | NTIS | 1981