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Design ESALs with traffic growth

1993 AASHTO Guide, Appendix D

Explained inEquivalent Single Axle LoadFlexible Pavement Empirical Design Example

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Design ESALs with traffic growth

1993 AASHTO Guide, Appendix D
Daily traffic, both directions or design direction
Distribution and growth

50 % if the counts are for both directions; 100 % if they are for the design direction.

Example values from the flexible pavement design example. Use load equivalency factors for your pavement type and region.

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