Figure 19-7. Effect of steel reinforcement on rigid pavements

Figure 19-5. Composite overlay performance curve

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

ufc3-260-2
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UFC 3-260-02

30 June 2001

Figure 19-6. Overlay thickness versus logarithm of time

Figure 19-7. Effect of steel reinforcement on rigid pavements

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Western Governors University

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