Ethio Construction Engineering
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There are two major Pavement Design Methods
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1. Empirical Design
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This is most used in the United States, developed by AASHTO.
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This method is based on historical performance data.
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It analyzes what worked in the past and assumes it to work under similar conditions.
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For example, AASHTO 1993 uses traffic load (ESALs), subgrade CBR, Subgrade numbers, and layer coefficients for the design of pavements.
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2. Mechanistic-Empirical Design (e.g., MEPDG)
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This combines mechanics (stress, strain) with empirical calibration to local conditions.
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It simulates how pavement layers deform or crack under traffic and climate.
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Helps design cost-effective pavements with longer service life.
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