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	<id>https://epgtest.modot.org/index.php?action=history&amp;feed=atom&amp;title=Category%3A215_Shaping_Slopes</id>
	<title>Category:215 Shaping Slopes - Revision history</title>
	<link rel="self" type="application/atom+xml" href="https://epgtest.modot.org/index.php?action=history&amp;feed=atom&amp;title=Category%3A215_Shaping_Slopes"/>
	<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=Category:215_Shaping_Slopes&amp;action=history"/>
	<updated>2026-04-30T08:27:21Z</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=Category:215_Shaping_Slopes&amp;diff=54237&amp;oldid=prev</id>
		<title>Hoskir: updated per RR3931</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=Category:215_Shaping_Slopes&amp;diff=54237&amp;oldid=prev"/>
		<updated>2024-09-06T20:52:47Z</updated>

		<summary type="html">&lt;p&gt;updated per RR3931&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 15:52, 6 September 2024&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;This item is used for grading and shaping slopes on resurfacing projects where stabilized shoulders exist and the resurfacing includes the shoulder. This item is not intended to be used for major reconstruction of slopes, ditches, or shoulders. The shaping is to eliminate the abrupt drop-off at the shoulder edge resulting from the resurfacing, to dress up the slopes appearance and improve safety. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt; &lt;/del&gt;A separate measurement is made of each side measured along the centerline of the travel way. Shaping Slopes, Class I is specified on the plans where the material required to bring the roadway to the designated cross-section can be obtained or disposed of within a distance of approximately 1000 feet on the right of way. Shaping Slopes, Class &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;I &lt;/del&gt;is specified where it may be necessary to haul outside the limits of Shaping Slopes, Class &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;1 &lt;/del&gt;or where it is necessary to go outside the limits of the right of way for additional material to construct the slopes to the designated cross section or to dispose of excess material outside the limits of the right of way. Shaping Slopes, Class III is used to construct additional shoulder width to provide the flat recovery area for the installation of guardrail and Type A [[606.1_Guardrail#606.1.3.2_End_Terminals.2C_Crash_Cushions_and_Anchors|crashworthy end terminals]]. Contract quantities are used for payment thus requiring careful consideration of the specified type and accurate indicating of the respective type on the plans.&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;This item is used for grading and shaping slopes on resurfacing projects where stabilized shoulders exist and the resurfacing includes the shoulder. This item is not intended to be used for major reconstruction of slopes, ditches, or shoulders. The shaping is to eliminate the abrupt drop-off at the shoulder edge resulting from the resurfacing, to dress up the slopes appearance and improve safety. A separate measurement is made of each side measured along the centerline of the travel way. Shaping Slopes, Class I is specified on the plans where the material required to bring the roadway to the designated cross-section can be obtained or disposed of within a distance of approximately 1000 feet on the right of way. Shaping Slopes, Class &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;II &lt;/ins&gt;is specified where it may be necessary to haul outside the limits of Shaping Slopes, Class &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;I &lt;/ins&gt;or where it is necessary to go outside the limits of the right of way for additional material to construct the slopes to the designated cross section or to dispose of excess material outside the limits of the right of way. Shaping Slopes, Class III is used to construct additional shoulder width to provide the flat recovery area for the installation of guardrail and Type A [[606.1_Guardrail#606.1.3.2_End_Terminals.2C_Crash_Cushions_and_Anchors|crashworthy end terminals]]. Contract quantities are used for payment thus requiring careful consideration of the specified type and accurate indicating of the respective type on the plans.&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;===Construction Inspection Guidelines for [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 215]===&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;===Construction Inspection Guidelines for [https://www.modot.org/missouri-standard-specifications-highway-construction Sec 215]===&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Hoskir</name></author>
	</entry>
	<entry>
		<id>https://epgtest.modot.org/index.php?title=Category:215_Shaping_Slopes&amp;diff=54236&amp;oldid=prev</id>
		<title>Hoskir: updated per RR3931</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=Category:215_Shaping_Slopes&amp;diff=54236&amp;oldid=prev"/>
		<updated>2024-09-06T20:48:09Z</updated>

		<summary type="html">&lt;p&gt;updated per RR3931&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 15:48, 6 September 2024&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;This item is used for grading and shaping slopes on resurfacing projects where stabilized shoulders exist and the resurfacing includes the shoulder. This item is not intended to be used for major reconstruction of slopes, ditches, or shoulders. The shaping is to eliminate the abrupt drop-off at the shoulder edge resulting from the resurfacing, to dress up the slopes appearance and improve safety.  A separate measurement is made of each side measured along the centerline of the travel way. Shaping Slopes, Class I is specified on the plans where the material required to bring the roadway to the designated cross-section can be obtained or disposed of within a distance of approximately 1000 &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;ft. &lt;/del&gt;on the right of way. Shaping Slopes, Class &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;II &lt;/del&gt;is specified where it may be necessary to haul outside the limits of Shaping Slopes, Class 1 or where it is necessary to go outside the limits of the right of way for additional material to construct the slopes to the designated cross section or to dispose of excess material outside the limits of the right of way. Contract quantities are used for payment thus requiring careful consideration of the specified type and accurate indicating of the respective type on the plans.&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;This item is used for grading and shaping slopes on resurfacing projects where stabilized shoulders exist and the resurfacing includes the shoulder. This item is not intended to be used for major reconstruction of slopes, ditches, or shoulders. The shaping is to eliminate the abrupt drop-off at the shoulder edge resulting from the resurfacing, to dress up the slopes appearance and improve safety.  A separate measurement is made of each side measured along the centerline of the travel way. Shaping Slopes, Class I is specified on the plans where the material required to bring the roadway to the designated cross-section can be obtained or disposed of within a distance of approximately 1000 &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;feet &lt;/ins&gt;on the right of way. Shaping Slopes, Class &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;I &lt;/ins&gt;is specified where it may be necessary to haul outside the limits of Shaping Slopes, Class 1 or where it is necessary to go outside the limits of the right of way for additional material to construct the slopes to the designated cross section or to dispose of excess material outside the limits of the right of way&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. Shaping Slopes, Class III is used to construct additional shoulder width to provide the flat recovery area for the installation of guardrail and Type A [[606.1_Guardrail#606.1.3.2_End_Terminals.2C_Crash_Cushions_and_Anchors|crashworthy end terminals]]&lt;/ins&gt;. Contract quantities are used for payment thus requiring careful consideration of the specified type and accurate indicating of the respective type on the plans.&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; &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;===Construction Inspection Guidelines for [&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;https&lt;/ins&gt;://www.modot.org/&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;missouri-standard-specifications-highway-construction &lt;/ins&gt;Sec 215]===&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;===Construction Inspection Guidelines for [&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;http&lt;/del&gt;://www.modot.org/&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;business/standards_and_specs/SpecbookEPG.pdf#page=5 &lt;/del&gt;Sec 215]===&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;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;&amp;#039;&amp;#039;&amp;#039;Description (for Sec 215.1).&amp;#039;&amp;#039;&amp;#039; As specified.  &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;&amp;#039;&amp;#039;&amp;#039;Description (for Sec 215.1).&amp;#039;&amp;#039;&amp;#039; As specified.  &lt;/div&gt;&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-l9&quot;&gt;Line 9:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 8:&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;&amp;#039;&amp;#039;&amp;#039;Shaping Slopes, Class II (for Sec 215.1.2).&amp;#039;&amp;#039;&amp;#039; As specified.  &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;&amp;#039;&amp;#039;&amp;#039;Shaping Slopes, Class II (for Sec 215.1.2).&amp;#039;&amp;#039;&amp;#039; As specified.  &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&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;&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&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;&#039;&#039;&#039;Shaping Slopes, Class III (for Sec 215.1.3).&#039;&#039;&#039; As specified.&lt;/ins&gt;&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;&amp;#039;&amp;#039;&amp;#039;Construction Requirements (for Sec 215.2).&amp;#039;&amp;#039;&amp;#039; As specified.  &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;&amp;#039;&amp;#039;&amp;#039;Construction Requirements (for Sec 215.2).&amp;#039;&amp;#039;&amp;#039; As specified.  &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Hoskir</name></author>
	</entry>
	<entry>
		<id>https://epgtest.modot.org/index.php?title=Category:215_Shaping_Slopes&amp;diff=37586&amp;oldid=prev</id>
		<title>Smithk: updated link</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=Category:215_Shaping_Slopes&amp;diff=37586&amp;oldid=prev"/>
		<updated>2016-06-08T19:26:11Z</updated>

		<summary type="html">&lt;p&gt;updated link&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 14:26, 8 June 2016&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-l2&quot;&gt;Line 2:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 2:&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;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;===Construction Inspection Guidelines for [http://www.modot.&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;mo.gov&lt;/del&gt;/business/standards_and_specs/&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Sec0215&lt;/del&gt;.pdf Sec 215]===&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;===Construction Inspection Guidelines for [http://www.modot.&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;org&lt;/ins&gt;/business/standards_and_specs/&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;SpecbookEPG&lt;/ins&gt;.pdf&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;#page=5 &lt;/ins&gt;Sec 215]===&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;&amp;#039;&amp;#039;&amp;#039;Description (for Sec 215.1).&amp;#039;&amp;#039;&amp;#039; As specified.  &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;&amp;#039;&amp;#039;&amp;#039;Description (for Sec 215.1).&amp;#039;&amp;#039;&amp;#039; As specified.  &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=Category:215_Shaping_Slopes&amp;diff=12565&amp;oldid=prev</id>
		<title>Smithk: metric removal</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=Category:215_Shaping_Slopes&amp;diff=12565&amp;oldid=prev"/>
		<updated>2007-09-18T17:45:23Z</updated>

		<summary type="html">&lt;p&gt;metric removal&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 12:45, 18 September 2007&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;This item is used for grading and shaping slopes on resurfacing projects where stabilized shoulders exist and the resurfacing includes the shoulder. This item is not intended to be used for major reconstruction of slopes, ditches, or shoulders. The shaping is to eliminate the abrupt drop-off at the shoulder edge resulting from the resurfacing, to dress up the slopes appearance and improve safety.  A separate measurement is made of each side measured along the centerline of the travel way. Shaping Slopes, Class I is specified on the plans where the material required to bring the roadway to the designated cross-section can be obtained or disposed of within a distance of approximately 1000 ft. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(300 m) &lt;/del&gt;on the right of way. Shaping Slopes, Class II is specified where it may be necessary to haul outside the limits of Shaping Slopes, Class 1 or where it is necessary to go outside the limits of the right of way for additional material to construct the slopes to the designated cross section or to dispose of excess material outside the limits of the right of way. Contract quantities are used for payment thus requiring careful consideration of the specified type and accurate indicating of the respective type on the plans.&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;This item is used for grading and shaping slopes on resurfacing projects where stabilized shoulders exist and the resurfacing includes the shoulder. This item is not intended to be used for major reconstruction of slopes, ditches, or shoulders. The shaping is to eliminate the abrupt drop-off at the shoulder edge resulting from the resurfacing, to dress up the slopes appearance and improve safety.  A separate measurement is made of each side measured along the centerline of the travel way. Shaping Slopes, Class I is specified on the plans where the material required to bring the roadway to the designated cross-section can be obtained or disposed of within a distance of approximately 1000 ft. on the right of way. Shaping Slopes, Class II is specified where it may be necessary to haul outside the limits of Shaping Slopes, Class 1 or where it is necessary to go outside the limits of the right of way for additional material to construct the slopes to the designated cross section or to dispose of excess material outside the limits of the right of way. Contract quantities are used for payment thus requiring careful consideration of the specified type and accurate indicating of the respective type on the plans.&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;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=Category:215_Shaping_Slopes&amp;diff=10062&amp;oldid=prev</id>
		<title>Smithk: new article</title>
		<link rel="alternate" type="text/html" href="https://epgtest.modot.org/index.php?title=Category:215_Shaping_Slopes&amp;diff=10062&amp;oldid=prev"/>
		<updated>2007-04-30T13:14:36Z</updated>

		<summary type="html">&lt;p&gt;new article&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;This item is used for grading and shaping slopes on resurfacing projects where stabilized shoulders exist and the resurfacing includes the shoulder. This item is not intended to be used for major reconstruction of slopes, ditches, or shoulders. The shaping is to eliminate the abrupt drop-off at the shoulder edge resulting from the resurfacing, to dress up the slopes appearance and improve safety.  A separate measurement is made of each side measured along the centerline of the travel way. Shaping Slopes, Class I is specified on the plans where the material required to bring the roadway to the designated cross-section can be obtained or disposed of within a distance of approximately 1000 ft. (300 m) on the right of way. Shaping Slopes, Class II is specified where it may be necessary to haul outside the limits of Shaping Slopes, Class 1 or where it is necessary to go outside the limits of the right of way for additional material to construct the slopes to the designated cross section or to dispose of excess material outside the limits of the right of way. Contract quantities are used for payment thus requiring careful consideration of the specified type and accurate indicating of the respective type on the plans.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
===Construction Inspection Guidelines for [http://www.modot.mo.gov/business/standards_and_specs/Sec0215.pdf Sec 215]===&lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Description (for Sec 215.1).&amp;#039;&amp;#039;&amp;#039; As specified. &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Shaping Slopes, Class I (for Sec 215.1.1).&amp;#039;&amp;#039;&amp;#039; As specified. &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Shaping Slopes, Class II (for Sec 215.1.2).&amp;#039;&amp;#039;&amp;#039; As specified. &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Construction Requirements (for Sec 215.2).&amp;#039;&amp;#039;&amp;#039; As specified. &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Method of Measurement (for Sec 215.3).&amp;#039;&amp;#039;&amp;#039;  As specified. &lt;br /&gt;
&lt;br /&gt;
&amp;#039;&amp;#039;&amp;#039;Basis of Payment (for Sec 215.4).&amp;#039;&amp;#039;&amp;#039;  As specified.&lt;/div&gt;</summary>
		<author><name>Smithk</name></author>
	</entry>
</feed>