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Forest Road Engineering Guidebook - Ministry of Forests

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<strong>Forest</strong> <strong>Road</strong> <strong>Engineering</strong> <strong>Guidebook</strong><br />

<strong>Road</strong> pr<strong>of</strong>ile (stream cross-section)<br />

Note: <strong>Road</strong> pr<strong>of</strong>ile must have sufficient depth to ensure<br />

stream flows cannot breach the ford and run<br />

down the road or ditch.<br />

Figure 21. Plan and pr<strong>of</strong>ile <strong>of</strong> a ford crossing.<br />

118<br />

Erosionresistant<br />

apron<br />

<strong>Road</strong> cross-section (stream pr<strong>of</strong>ile)<br />

Stream<br />

Upslope catchment<br />

basin (optional)<br />

Wetted perimeter at Q 100 peak flow<br />

Clean shot rock,<br />

cobbles or other nonerodible<br />

material<br />

Water level for<br />

Q 100 flows<br />

Water level for<br />

Q 100 flows<br />

Erosionresistant<br />

apron<br />

Low-flow culvert (optional)<br />

<strong>Road</strong> subgrade width<br />

Outslope 2–3%<br />

<strong>Road</strong> surface<br />

Shot rock, cobbles, or boulders purposely positioned to<br />

permit water to percolate through voids<br />

Low-flow culvert<br />

(optional)<br />

Stream

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