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United Facilities Criteria CD 1
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> Figure 20-9. Subgrade details for cold regions
Figure 20-8. Tapered transition used where embankment material differs from natural subgrade in cut
Figure 20-10. Transitions for culverts beneath pavements
Pavement Design for Airfields - index
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UFC
3-260-02
30
June
2001
Figure
20-9.
Subgrade
details
for
cold
regions
20-35