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Pavement Thickness Design

5F-1 Design Manual Chapter 5 - Roadway Design 5F - Pavement Thickness Design Pavement Thickness Design 1 Revised: 2019 Edition A. General The AASHO road test (completed in the 1950s) and subsequent AASHTO Guide for the Design of Pavement Structures (AASHTO Design Guide) provide the basis for current Pavement Design practices. To Design a Pavement by the AASHTO method, a number of Design parameters must be determined or assumed. This section will explain the parameters required to Design the Pavement Thickness of both concrete and hot mix asphalt roadways. The same parameters can be used for input data in computer programs on Pavement determinations. The program used should be based on AASHTO Design methods.

Mar 05, 2020 · Table 5F-1.03: Reliability for Flexible and Rigid Pavement Design Street Classification Reliability Local Streets 80% Collector Streets 88% Arterial Streets 95% d. Overall Standard Deviation (S o): The Overall Standard Deviation is a coefficient that describes how well the AASHO Road Test data fits the AASHTO Design Equations. The

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