Figure 11-12. Results of laboratory tests for dynamic modulus of bituminous concrete

Figure 11-11. Estimation of resilient modulus MR

Figure 11-13. Section for pavement thickness of 760 millimeters (30 inches) for initial taxiway design

ufc3-260-2
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UFC 3-260-02

30 June 2001

Figure 11-12. Results of laboratory tests for dynamic modulus of

bituminous concrete

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Western Governors University

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