Use of performance equations developed at AASHO Road Test to calculate serviceability index from Minnesota roughometer; stabilometer resistance-value was established as design tool for evaluating embankment strength and bases and subbase strengths can be assumed adequate; traffic on test sections has been put in terms of equivalent 18,000-lb axle loads; plate bearing test and Benkelman beam deflection tests were used for pavement strength evaluation.


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    Title :

    Application of AASHO road test results to design of flexible pavements in Minnesota


    Additional title:

    Assn Asphalt Paving Technologists -- Proc


    Contributors:


    Publication date :

    1966


    Size :

    32 pages


    Type of media :

    Article (Journal)


    Type of material :

    Print


    Language :

    English