Difference between revisions of "Roadways: Shoulder Width"
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*[[Roadways: Paved Shoulders|Paved Shoulders]] | *[[Roadways: Paved Shoulders|Paved Shoulders]] | ||
*[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]] | *[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]] | ||
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Latest revision as of 17:14, 11 December 2024
Shoulder Width | ||
Primary Guidance
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DiscussionA shoulder is the portion of the roadway contiguous to the traveled way that accommodates stopped vehicles, emergency use, and provides lateral support of the subbase, base, and pavement. Shoulders may be paved with concrete or asphalt or unpaved with aggregate or soil. When shoulders are provided, a vehicle stopped on the shoulder should clear the edge of the traveled way by at least 1 ft. and preferably by 2 ft. When roadside barriers, walls, or other vertical elements are present, the shoulder provided should be wide enough to ensure the vertical element is offset 2 ft. from the edge of the useable shoulder. This is also true when guardrail is placed along the roadway. Regardless of the width, a shoulder functions best when it is continuous. The full shoulder benefits are not realized unless it provides a driver with refuge at any point along the traveled way. A continuous shoulder provides a sense of security so all drivers making emergency stops will leave the traveled way. Although continuous shoulders are preferred, narrow shoulders and intermittent shoulders are still superior to no shoulders at all. Interstate shoulders will be paved and will be based on the following:
2 lanes: left shoulder 4 ft. min, right shoulder 10 ft. min 3 or more lanes: left shoulder 10 ft. min, right shoulder 10 ft. min
2 or 3 lanes: left shoulder 4 ft. min, right shoulder 8 ft. min 4 or more lanes: left shoulder 8 ft. min, right shoulder 8 ft. min |