Figure 3-5. General relationship between CBR and modulus of subgrade or base-course reaction

Figure 3-4. Relationship Between Design Pavement Temperature And Design Air Temperature.

Figure 3-6. Curves for determining the effective k value

Airfield Pavement Evaluation - index
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UFC 3-260-03

15 Apr 01

Figure 3-5.

General relationship between CBR and modulus of subgrade or base-course reaction

3-15

Western Governors University

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