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Chapter 7 Drainage of Low-Volume Roads

Chapter 7 Drainage of Low-Volume Roads

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Figur<br />

igure 7.16 Typical road underdrain used to remove subsurface water.<br />

Cut<br />

15 cm Cap <strong>of</strong><br />

Impermeable Soil<br />

Roadbed<br />

Ditch<br />

Geotextile Enveloping the<br />

Filter Material<br />

Ground Water<br />

Variable<br />

Depth<br />

(Typically<br />

+/- 1.5 m<br />

Deep)<br />

5-10 cm<br />

60 cm<br />

min.<br />

Filter Material, Permeable Sandy<br />

Gravel, Well Graded<br />

NOTE: With Geotextile, use clean,<br />

coarse gravel.<br />

Without Geotextile, use fine, clean<br />

sand.<br />

Pipe, Perforated<br />

15 cm dia. (min)<br />

Photo 7.10 Use subdrains or filter blankets when necessary to remove groundwater<br />

from the roadway subgrade in local wet or spring areas. Note that this design<br />

needs a second layer <strong>of</strong> geotextile between the s<strong>of</strong>t subgrade soil and the coarse<br />

filter rock to keep the rock clean.<br />

LOW-VOLUME ROADS BMPS:74

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