RIGID PAVEMENT DESIGN EXAMPLES FOR SEASONAL FROST CONDITIONS - continued - ufc3-260-20414

RIGID PAVEMENT DESIGN EXAMPLES FOR SEASONAL FROST CONDITIONS - conitnued

Figure 20-1. Frost area index of reaction (FAIR) for design of rigid pavements

ufc3-260-2
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400

UFC 3-260-02

30 June 2001

The Final Depth of Subgrade Preparation D will be:

Traffic Area

D, mm (in.)

A

330 (13.0)

B

330 (13.0)

C

179 (7.0)

D

381 (15.0)

20-26

Western Governors University

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