Additionally, past traffic data in terms of cumulative 18-kip equivalent single axle loads are required. Specific guidelines practiced by different user agencies or AASHTO Interim Guides (Ref 2) can be used for this purpose. ... (2) Capability to analyze dynamic deflection basins measured either by the Dynaflect (standard configuration of five sensors) or by a IIAD IQ. of Problams, IBYII a been for Analysinganbsp;...
|Title||:||A User's Guide for Pavement Evaluation|
|Author||:||Waheed Uddin, Alvin Harold Meyer, W. Ronald Hudson|