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Application of AASHO road test results to design of flexible pavements in Minnesota
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.
Application of AASHO road test results to design of flexible pavements in Minnesota
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.
Application of AASHO road test results to design of flexible pavements in Minnesota
Assn Asphalt Paving Technologists -- Proc
Skok, Jr., E.L. (author) / Diethelm, P.L. (author)
1966
32 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Rutting Rate Analyses of the AASHO Road Test Flexible Pavements
British Library Online Contents | 1993
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