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

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

Figure 20-9. Subgrade details for cold regions

Pavement Design for Airfields - index
Page Navigation
408

UFC 3-260-02

30 June 2001

Figure 20-8. Tapered transition used where

embankment material differs from

natural subgrade in cut

20-34

Western Governors University

Privacy Statement
Press Release
Contact

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business