Figure 4-7. Limiting Horizontal Strain Criteria For An AC Layer in a Flexible Pavement

Figure 4-6. Predection of AC Modulus for Bituminous Layers

Figure 4-8. Limiting Vertical Subgrade Strain Criteria for Flexible Pavement Evaluation

Airfield Pavement Evaluation - index
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UFC 3-260-03

15 Apr 01

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Western Governors University

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