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This document describes the AASHTO-93 method for the design of flexible pavements. The method iteratively calculates the required thicknesses for the concrete/asphalt layer, granular base, and granular sub-base considering factors such as the anticipated traffic, material properties, reliability, and service levels. As an example, the required thicknesses for a rural pavement with 8 million equivalent axles of 8.2 tons are calculated, obtaining 6 inches for asphalt.

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