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The document presents the design of a flexible pavement using the DISPAV-5 method from UNAM. It provides the required input data such as the TDPA of 5834 vehicles, traffic composition, growth rates, and material characteristics. The program calculates the required thicknesses, damage coefficients, and equivalent axles. The results show the proposed structural section with the thicknesses of each layer and their deformation and fatigue characteristics.

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ScribdTranslations

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