• Login
    View Item 
    •   MINDS@UW Home
    • MINDS@UW Madison
    • College of Engineering, University of Wisconsin--Madison
    • Research Centers--College of Engineering
    • Wisconsin Transportation Center
    • Midwest Regional University Transportation Center
    • View Item
    •   MINDS@UW Home
    • MINDS@UW Madison
    • College of Engineering, University of Wisconsin--Madison
    • Research Centers--College of Engineering
    • Wisconsin Transportation Center
    • Midwest Regional University Transportation Center
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Incorporating road safety into pavement management: maximizing surface friction for road safety improvements

    Thumbnail
    File(s)
    Final report (3.388Mb)
    Date
    2007-06
    Author
    Bill, Andrea
    Noyce, David A.
    Yambo, Josue
    Bahia, Hussain
    Chapman, Jeremy
    Publisher
    Midwest Regional University Transportation Center
    Metadata
    Show full item record
    Abstract
    This research explored the relationship between asphalt mix design, skid friction, and roadway safety. Initial tasks attempted to find a relationship between pavement skid resistance (friction) and crash frequency, particularly wet weather crashes. Friction and crash data collected over 10 years at six study sites in Wisconsin were analyzed. The results of the analysis did not indicate a relationship between crash frequency and pavement skid friction. Although some evidence suggests that the number of wet pavement crashes increased as the pavement life increased (and skid friction values decreased), the frequency of crashes was not sufficient to statistically support. Nevertheless, the fact that the relationship seems to behave inversely proportional, that is to say more crashes occurred at low friction numbers (FNs), is an important indication that skid resistance may indeed be a factor affecting wet weather crashes. It was not possible to determine a skid friction threshold value that indicates the critical point where pavement maintenance would be needed. Although the data obtained in the research could not support a specific value, it is clear that friction values less than 35 are problematic from a safety standpoint. A possible indicator of friction on high-speed roadways is macrotexture. Therefore, macrotexture (measured as MTD) combined with friction data was of great interest in this research. Plots of MTD and FN values did not show a clear relationship between the two values, although it was evident that the larger FNs were concentrated in low MTD values. Skid resistance is an important feature which should be considered while evaluating roadway safety. An effective asphalt pavement asset management approach will include an annual testing program to monitor skid friction values. FN values less than 35 should trigger a safety monitoring program and those pavements scheduled for future rehabilitation or reconstruction.
    Subject
    Pavement management systems
    Skid resistance
    Collisions
    Asphalt pavements
    Wet weather
    Friction numbers
    Macrotexture
    Highway safety
    Permanent Link
    http://digital.library.wisc.edu/1793/53397
    Type
    Technical Report
    Description
    241 p.
    Part of
    • Midwest Regional University Transportation Center

    Contact Us | Send Feedback
     

     

    Browse

    All of MINDS@UWCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    Login

    Contact Us | Send Feedback