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	<id>https://epgtest.modot.org/index.php?action=history&amp;feed=atom&amp;title=231.3_Lane_Width</id>
	<title>231.3 Lane Width - Revision history</title>
	<link rel="self" type="application/atom+xml" href="https://epgtest.modot.org/index.php?action=history&amp;feed=atom&amp;title=231.3_Lane_Width"/>
	<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;action=history"/>
	<updated>2026-04-30T13:34:42Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
	<generator>MediaWiki 1.42.3</generator>
	<entry>
		<id>https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=33640&amp;oldid=prev</id>
		<title>Smithk: added photo</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=33640&amp;oldid=prev"/>
		<updated>2014-05-28T14:23:27Z</updated>

		<summary type="html">&lt;p&gt;added photo&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 09:23, 28 May 2014&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&quot;&gt;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;===&lt;/del&gt;231.3.&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;1  Introduction===&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[image:&lt;/ins&gt;231.3.&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;jpg|right|350px]]&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt; &lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The lane width of a roadway greatly influences the safety and comfort of driving.  The extra cost of providing a full 12 ft. lane on higher volume roadways is offset by the reduced costs of shoulder surface maintenance due to lessened wheel concentrations at the edge of pavement.  The 12 ft. lane also provides desirable clearances between larger commercial vehicles traveling in opposite directions on two-lane, two-way rural roadways when high traffic volumes are expected.  The same holds true when high percentages of commercial vehicles are expected.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The lane width of a roadway greatly influences the safety and comfort of driving.  The extra cost of providing a full 12 ft. lane on higher volume roadways is offset by the reduced costs of shoulder surface maintenance due to lessened wheel concentrations at the edge of pavement.  The 12 ft. lane also provides desirable clearances between larger commercial vehicles traveling in opposite directions on two-lane, two-way rural roadways when high traffic volumes are expected.  The same holds true when high percentages of commercial vehicles are expected.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Smithk</name></author>
	</entry>
	<entry>
		<id>https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=20669&amp;oldid=prev</id>
		<title>Smithk: /* 231.3.1  Introduction */ article construction</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=20669&amp;oldid=prev"/>
		<updated>2009-07-07T20:41:44Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;231.3.1  Introduction: &lt;/span&gt; article construction&lt;/span&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 15:41, 7 July 2009&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l3&quot;&gt;Line 3:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 3:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The lane width of a roadway greatly influences the safety and comfort of driving.  The extra cost of providing a full 12 ft. lane on higher volume roadways is offset by the reduced costs of shoulder surface maintenance due to lessened wheel concentrations at the edge of pavement.  The 12 ft. lane also provides desirable clearances between larger commercial vehicles traveling in opposite directions on two-lane, two-way rural roadways when high traffic volumes are expected.  The same holds true when high percentages of commercial vehicles are expected.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The lane width of a roadway greatly influences the safety and comfort of driving.  The extra cost of providing a full 12 ft. lane on higher volume roadways is offset by the reduced costs of shoulder surface maintenance due to lessened wheel concentrations at the edge of pavement.  The 12 ft. lane also provides desirable clearances between larger commercial vehicles traveling in opposite directions on two-lane, two-way rural roadways when high traffic volumes are expected.  The same holds true when high percentages of commercial vehicles are expected.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Lane widths also affect the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;roadways &lt;/del&gt;level of service.  Narrow lanes force drivers to operate their vehicles laterally closer to each other than they would normally desire.  Restricted clearances have the same affect.  In a capacity sense the effective width of travelway is reduced when adjacent obstructions such as retaining walls, bridge trusses or headwalls, and parked cars restrict lateral clearance.  Further information on the effect of lane width on capacity and level of service can be found in the Highway Capacity Manual (HCM).  In addition to the capacity effect, the resultant erratic operation has an undesirable effect on driver comfort and crash rates.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Lane widths also affect the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;roadway&#039;s [[902.12 Glossary#Level of Service (LOS)|&lt;/ins&gt;level of service&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]]&lt;/ins&gt;.  Narrow lanes force drivers to operate their vehicles laterally closer to each other than they would normally desire.  Restricted clearances have the same affect.  In a capacity sense the effective width of travelway is reduced when adjacent obstructions such as retaining walls, bridge trusses or headwalls, and parked cars restrict lateral clearance.  Further information on the effect of lane width on capacity and level of service can be found in the Highway Capacity Manual (HCM).  In addition to the capacity effect, the resultant erratic operation has an undesirable effect on driver comfort and crash rates.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although 12 ft. lane widths are desirable on both rural and urban roadways, there are circumstances where more narrow lane widths can be used.  In urban areas where pedestrian crossings, right of way, or existing development become stringent controls, the use of 10 or 11 ft. lanes is acceptable.  In rural areas with low traffic volumes, the use of 10 ft. lanes is acceptable.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although 12 ft. lane widths are desirable on both rural and urban roadways, there are circumstances where more narrow lane widths can be used.  In urban areas where pedestrian crossings, right of way, or existing development become stringent controls, the use of 10 or 11 ft. lanes is acceptable.  In rural areas with low traffic volumes, the use of 10 ft. lanes is acceptable.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Smithk</name></author>
	</entry>
	<entry>
		<id>https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=19580&amp;oldid=prev</id>
		<title>EPG-Admin: remove metric values</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=19580&amp;oldid=prev"/>
		<updated>2009-02-02T20:10:33Z</updated>

		<summary type="html">&lt;p&gt;remove metric values&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 15:10, 2 February 2009&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&quot;&gt;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===231.3.1  Introduction===&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===231.3.1  Introduction===&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The lane width of a roadway greatly influences the safety and comfort of driving.  The extra cost of providing a full 12 ft. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(3.6 m) &lt;/del&gt;lane on higher volume roadways is offset by the reduced costs of shoulder surface maintenance due to lessened wheel concentrations at the edge of pavement.  The 12 ft. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(3.6 m) &lt;/del&gt;lane also provides desirable clearances between larger commercial vehicles traveling in opposite directions on two-lane, two-way rural roadways when high traffic volumes are expected.  The same holds true when high percentages of commercial vehicles are expected.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;The lane width of a roadway greatly influences the safety and comfort of driving.  The extra cost of providing a full 12 ft. lane on higher volume roadways is offset by the reduced costs of shoulder surface maintenance due to lessened wheel concentrations at the edge of pavement.  The 12 ft. lane also provides desirable clearances between larger commercial vehicles traveling in opposite directions on two-lane, two-way rural roadways when high traffic volumes are expected.  The same holds true when high percentages of commercial vehicles are expected.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Lane widths also affect the roadways level of service.  Narrow lanes force drivers to operate their vehicles laterally closer to each other than they would normally desire.  Restricted clearances have the same affect.  In a capacity sense the effective width of travelway is reduced when adjacent obstructions such as retaining walls, bridge trusses or headwalls, and parked cars restrict lateral clearance.  Further information on the effect of lane width on capacity and level of service can be found in the Highway Capacity Manual (HCM).  In addition to the capacity effect, the resultant erratic operation has an undesirable effect on driver comfort and crash rates.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Lane widths also affect the roadways level of service.  Narrow lanes force drivers to operate their vehicles laterally closer to each other than they would normally desire.  Restricted clearances have the same affect.  In a capacity sense the effective width of travelway is reduced when adjacent obstructions such as retaining walls, bridge trusses or headwalls, and parked cars restrict lateral clearance.  Further information on the effect of lane width on capacity and level of service can be found in the Highway Capacity Manual (HCM).  In addition to the capacity effect, the resultant erratic operation has an undesirable effect on driver comfort and crash rates.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although 12 ft. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(3.6 m) &lt;/del&gt;lane widths are desirable on both rural and urban roadways, there are circumstances where more narrow lane widths can be used.  In urban areas where pedestrian crossings, right of way, or existing development become stringent controls, the use of 10 or 11 ft. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(3.0 to 3.3 m) &lt;/del&gt;lanes is acceptable.  In rural areas with low traffic volumes, the use of 10 ft. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(3.0 m) &lt;/del&gt;lanes is acceptable.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Although 12 ft. lane widths are desirable on both rural and urban roadways, there are circumstances where more narrow lane widths can be used.  In urban areas where pedestrian crossings, right of way, or existing development become stringent controls, the use of 10 or 11 ft. lanes is acceptable.  In rural areas with low traffic volumes, the use of 10 ft. lanes is acceptable.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Auxiliary lanes at intersections and interchanges often help to facilitate traffic movements.  Such added lanes are to be as wide as the through-traffic lanes but not less than 10 ft&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. (3.0 m)&lt;/del&gt;.  Where continuous two-way left-turn lanes are provided, a lane width of 10 to 16 ft. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(3.0 to 4.8 m) &lt;/del&gt;provides optimum design.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Auxiliary lanes at intersections and interchanges often help to facilitate traffic movements.  Such added lanes are to be as wide as the through-traffic lanes but not less than 10 ft.  Where continuous two-way left-turn lanes are provided, a lane width of 10 to 16 ft. provides optimum design.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[category:231 Typical Section Elements for Roadways|231.03]]&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[[category:231 Typical Section Elements for Roadways|231.03]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>EPG-Admin</name></author>
	</entry>
	<entry>
		<id>https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=18975&amp;oldid=prev</id>
		<title>EPG-Admin: remove &quot;Key Points&quot; box</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=18975&amp;oldid=prev"/>
		<updated>2008-11-13T17:09:37Z</updated>

		<summary type="html">&lt;p&gt;remove &amp;quot;Key Points&amp;quot; box&lt;/p&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 12:09, 13 November 2008&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&quot;&gt;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;{|border=&quot;4&quot; &lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;|-style=&quot;background:yellow&quot;&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;|&#039;&#039;&#039;[[Key Points 231.3 Lane Width| Key Points]]&#039;&#039;&#039;&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;|}&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-added&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===231.3.1  Introduction===&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===231.3.1  Introduction===&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;br&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>EPG-Admin</name></author>
	</entry>
	<entry>
		<id>https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=6495&amp;oldid=prev</id>
		<title>EPG-Admin at 15:31, 14 December 2006</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=231.3_Lane_Width&amp;diff=6495&amp;oldid=prev"/>
		<updated>2006-12-14T15:31:52Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;{|border=&amp;quot;4&amp;quot; &lt;br /&gt;
|-style=&amp;quot;background:yellow&amp;quot;&lt;br /&gt;
|&amp;#039;&amp;#039;&amp;#039;[[Key Points 231.3 Lane Width| Key Points]]&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
===231.3.1  Introduction===&lt;br /&gt;
&lt;br /&gt;
The lane width of a roadway greatly influences the safety and comfort of driving.  The extra cost of providing a full 12 ft. (3.6 m) lane on higher volume roadways is offset by the reduced costs of shoulder surface maintenance due to lessened wheel concentrations at the edge of pavement.  The 12 ft. (3.6 m) lane also provides desirable clearances between larger commercial vehicles traveling in opposite directions on two-lane, two-way rural roadways when high traffic volumes are expected.  The same holds true when high percentages of commercial vehicles are expected.&lt;br /&gt;
&lt;br /&gt;
Lane widths also affect the roadways level of service.  Narrow lanes force drivers to operate their vehicles laterally closer to each other than they would normally desire.  Restricted clearances have the same affect.  In a capacity sense the effective width of travelway is reduced when adjacent obstructions such as retaining walls, bridge trusses or headwalls, and parked cars restrict lateral clearance.  Further information on the effect of lane width on capacity and level of service can be found in the Highway Capacity Manual (HCM).  In addition to the capacity effect, the resultant erratic operation has an undesirable effect on driver comfort and crash rates.&lt;br /&gt;
&lt;br /&gt;
Although 12 ft. (3.6 m) lane widths are desirable on both rural and urban roadways, there are circumstances where more narrow lane widths can be used.  In urban areas where pedestrian crossings, right of way, or existing development become stringent controls, the use of 10 or 11 ft. (3.0 to 3.3 m) lanes is acceptable.  In rural areas with low traffic volumes, the use of 10 ft. (3.0 m) lanes is acceptable.&lt;br /&gt;
&lt;br /&gt;
Auxiliary lanes at intersections and interchanges often help to facilitate traffic movements.  Such added lanes are to be as wide as the through-traffic lanes but not less than 10 ft. (3.0 m).  Where continuous two-way left-turn lanes are provided, a lane width of 10 to 16 ft. (3.0 to 4.8 m) provides optimum design.&lt;br /&gt;
[[category:231 Typical Section Elements for Roadways|231.03]]&lt;/div&gt;</summary>
		<author><name>EPG-Admin</name></author>
	</entry>
</feed>