Proposed Enhancements to Pavement ME Design: Improved Consideration of the Influence of Subgrade and Unbound Layers on Pavement Performance (2019) / Chapter Skim
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H-1 Appendix H Categorization of Traffic Loads State in the Faulting Model The traffic input for the faulting model is the number of axles corresponding to different load levels.
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H-2 axle load intervals for axle types so that the stress terms ( and ) are determined according to the different axle loads.
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H-3 Figure H.1. Schematically Conversion Process to Continuous and Non-repeating Load Distribution.
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H-4 Figure H.2. Categories of Traffic Loads (30)
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H-5 Table H.3. Normalized Vehicle Class Distribution Factor.
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H-6 Table H.4. Average Number of Axles for Each Vehicle Class.
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