Figure 6-6. Typical Cross Section - Track with Geotextile

Page Title: Figure 6-6. Typical Cross Section - Track with Geotextile
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Figure 6-4. Typical Cross Section With Sub-ballast Layer - Curved Track

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Railroad Design and Rehabilitation

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Table 6-1. Recommended Transition Rates Between Grades

CEMP-E

TI 850-02

AFMAN 32-1125(I)

1 MARCH 2000

Figure 6-6. Typical Cross Section - Track with Geotextile

Figure 6-7. Typical Cross Section with Sub-ballast Layer - Track with Geotextile

c. Snow Allowance. In areas with heavy snowfall, additional roadway width (or ditch width) may be

useful to provide sufficient room for snow plowed from the track.

6-4