Figure 19-5. Composite overlay performance curve

Figure 19-3. Relationship between SCI and coverages at initial cracking and complete failure

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

ufc3-260-2
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UFC 3-260-02

30 June 2001

Figure 19-4. Base slab performance curve (SCI versus

logarithm of time) subdivided into five time

periods

Figure 19-5. Composite overlay performance curve

19-25

Western Governors University

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