Difference between revisions of "231.4 Shoulder Width"

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m (→‎231.4.1.1 Rural Major Routes: installed link to Major Routes)
m (→‎231.4.1 Introduction: Per DE, revised guidance about guardrail placement from the edge of the shoulder to bring guidance in line with Std Plan 606.00.)
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===231.4.1  Introduction===
 
===231.4.1  Introduction===
  
A 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).
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A 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).  This article describes only the geometric aspects of shoulders.  For surfacing, refer to [[Other Aspects of Pavement Design#Shoulder Surface|Shoulder Surface]].
  
 
Desirably, a vehicle stopped on the shoulder should clear the edge of the traveled way by at least 1 ft., and preferably by 2 ft.  This preference has led to the preferred use of a 10 ft. shoulder on major roadways.  A shoulder at least 2 ft. wide is encouraged on minor roadways.
 
Desirably, a vehicle stopped on the shoulder should clear the edge of the traveled way by at least 1 ft., and preferably by 2 ft.  This preference has led to the preferred use of a 10 ft. shoulder on major roadways.  A shoulder at least 2 ft. wide is encouraged on minor roadways.
  
 
On urban roadways, the shoulder is located inside a curb.  Surfaced areas behind curbs located on urban roadways may be perceived as a sidewalk and thus subject to ADA requirements.  Therefore, a surfaced area is not to be provided behind a mountable curb.
 
On urban roadways, the shoulder is located inside a curb.  Surfaced areas behind curbs located on urban roadways may be perceived as a sidewalk and thus subject to ADA requirements.  Therefore, a surfaced area is not to be provided behind a mountable curb.
 
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<div id="A minimum shy distance at least"></div>
When roadside barriers, walls, or other vertical elements are present, the shoulder that is provided must be wide enough to ensure the vertical element is offset 2 ft. from the edge of the useable shoulderThis is also true when guardrail is placed along the roadway.
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A minimum shy distance at least 2 ft. wide is often used to increase roadside safety when roadside barriers, walls or other vertical elements are present in the roadway. A shoulder that is provided should be wide enough to ensure the vertical element is offset at least 2 ft. from the edge of the traveled way to provide the minimum 2 ft. wide shy distance. Chapter 5 of AASHTO's ''Roadside Design Guide'' provides design guidelines for selecting and designing a roadside barrier systemChapter 3 of AASHTO's ''Roadside Design Guide'' discusses the clear zone concept that should also be consulted when considering roadside barrier systems.
  
 
Regardless of the width, a shoulder functions best when it is continuous.  The full benefits of a shoulder 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.
 
Regardless of the width, a shoulder functions best when it is continuous.  The full benefits of a shoulder 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.
  
====231.4.1.1  Rural [http://wwwi/intranet/tp/products/othermap/documents/major_highways_pp.pdf Major Routes]====
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====231.4.1.1  Rural [http://sharepoint/systemdelivery/TP/sysanlysis/dmas/Shared%20Documents/Maps/MajorHighwaySystem8302015.pdf Major Routes]====
  
 
For rural major routes, rehabilitation projects are to provide a minimum 4 ft. shoulder.  Always consider the context of the surrounding route.  New construction projects will provide 10 ft. shoulders.
 
For rural major routes, rehabilitation projects are to provide a minimum 4 ft. shoulder.  Always consider the context of the surrounding route.  New construction projects will provide 10 ft. shoulders.
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[[image:231.4.1.2.jpg|right|300px]]
  
 
====231.4.1.2  Rural Minor Routes====
 
====231.4.1.2  Rural Minor Routes====

Revision as of 08:46, 9 May 2018

231.4 Photo1 Paved Shoulder.jpg

231.4.1 Introduction

A 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). This article describes only the geometric aspects of shoulders. For surfacing, refer to Shoulder Surface.

Desirably, a vehicle stopped on the shoulder should clear the edge of the traveled way by at least 1 ft., and preferably by 2 ft. This preference has led to the preferred use of a 10 ft. shoulder on major roadways. A shoulder at least 2 ft. wide is encouraged on minor roadways.

On urban roadways, the shoulder is located inside a curb. Surfaced areas behind curbs located on urban roadways may be perceived as a sidewalk and thus subject to ADA requirements. Therefore, a surfaced area is not to be provided behind a mountable curb.

A minimum shy distance at least 2 ft. wide is often used to increase roadside safety when roadside barriers, walls or other vertical elements are present in the roadway. A shoulder that is provided should be wide enough to ensure the vertical element is offset at least 2 ft. from the edge of the traveled way to provide the minimum 2 ft. wide shy distance. Chapter 5 of AASHTO's Roadside Design Guide provides design guidelines for selecting and designing a roadside barrier system. Chapter 3 of AASHTO's Roadside Design Guide discusses the clear zone concept that should also be consulted when considering roadside barrier systems.

Regardless of the width, a shoulder functions best when it is continuous. The full benefits of a shoulder 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.

231.4.1.1 Rural Major Routes

For rural major routes, rehabilitation projects are to provide a minimum 4 ft. shoulder. Always consider the context of the surrounding route. New construction projects will provide 10 ft. shoulders.

231.4.1.2.jpg

231.4.1.2 Rural Minor Routes

The shoulder on rural minor roadways serves as structural support for the pavement and as additional width for the traveled way. This permits drivers meeting or passing other vehicles to drive on the edge of the roadway without leaving the surfaced area. Roads with a narrow traveled way, narrow shoulders and significant traffic tend to provide a poor level of service, have a higher crash rate, and need frequent and costly maintenance.

For rural minor routes, rehabilitation projects will provide a minimum 2 ft. shoulder. Always consider the context of the surrounding route. New construction projects are to provide 4 ft. shoulders.