Figure 19-9. Relationship between cumulative damage and pavement thickness, mixed aircraft traffic (see Design Example 2)

Figure 19-8. Relationship between cumulative damage and concrete slab thickness for granular and stabilized bases (see Design Example 1)

Figure 19-10. Base slab performance curve for the 356-millimeter (14-inch) overlay

ufc3-260-2
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UFC 3-260-02

30 June 2001

Figure 19-9. Relationship between cumulative damage and pavement

thickness, mixed aircraft traffic (see Design Example 2)

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Western Governors University

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