Figure 20-7. Placement of drainage layer in frost areas

Figure 20-6. Design of combined base thickness for limited subgrade frost penetration

Figure 20-8. Tapered transition used where embankment material differs from natural subgrade in cut

Pavement Design for Airfields - index
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407

UFC 3-260-02

30 June 2001

Figure 20-7. Placement of drainage layer in

frost areas

20-33

Western Governors University

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