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This document presents the criteria and design parameters for low traffic volume pavements. It details serviceability criteria such as initial and terminal IRI. It explains how to calculate equivalent design axes using the design period, TMDA, growth rate, and load stratigraphy. It provides diagrams to estimate the equivalent design axes based on heavy vehicles per direction and the previous variables. Finally, it presents ranges of traffic solicitations expressed.

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ScribdTranslations

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EN