<?xml version="1.0"?>
<feed xmlns="http://www.w3.org/2005/Atom" xml:lang="en">
	<id>https://epgtest3.modot.org/index.php?action=history&amp;feed=atom&amp;title=Category%3A611_Embankment_Protection</id>
	<title>Category:611 Embankment Protection - Revision history</title>
	<link rel="self" type="application/atom+xml" href="https://epgtest3.modot.org/index.php?action=history&amp;feed=atom&amp;title=Category%3A611_Embankment_Protection"/>
	<link rel="alternate" type="text/html" href="https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;action=history"/>
	<updated>2026-04-29T12:23:14Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
	<generator>MediaWiki 1.42.3</generator>
	<entry>
		<id>https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;diff=19114&amp;oldid=prev</id>
		<title>EPG-Admin: remove &quot;Key Points&quot; box from the article</title>
		<link rel="alternate" type="text/html" href="https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;diff=19114&amp;oldid=prev"/>
		<updated>2008-11-19T16:06:05Z</updated>

		<summary type="html">&lt;p&gt;remove &amp;quot;Key Points&amp;quot; box from the article&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 11:06, 19 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;|-&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;|&#039;&#039;&#039;[[Key Points 611 Embankment Protection|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;&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;Where integrity of the embankment is vital or in areas subject to damaging hydraulic forces, extra protection of the embankment is needed. Embankment protection may be accomplished by using [[611.1 Rock Blanket|rock blanket]], [[:Category:214 Rock Fill|rock fill]], [[611.2 Revetment|revetment]], [[611.3 Concrete Slope Protection|concrete slope protection]] or [[611.4 Gabions|gabions]]. On most projects, rock blanket is the economical method of protecting the embankment around grade separation structures and bridge ends, around culverts and to protect stream banks. A typical embankment configuration is shown on [[Media:611.1 Embankment at Bridge Ends.pdf|Embankment at Bridge Ends.]] In urban areas, the project core team may decide that concrete slope protection is appropriate for specific aesthetic reasons. Other types of protection such as masonry construction may also be appropriate if funded by local jurisdictions, enhancement funds, or other non-department sources.&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;Where integrity of the embankment is vital or in areas subject to damaging hydraulic forces, extra protection of the embankment is needed. Embankment protection may be accomplished by using [[611.1 Rock Blanket|rock blanket]], [[:Category:214 Rock Fill|rock fill]], [[611.2 Revetment|revetment]], [[611.3 Concrete Slope Protection|concrete slope protection]] or [[611.4 Gabions|gabions]]. On most projects, rock blanket is the economical method of protecting the embankment around grade separation structures and bridge ends, around culverts and to protect stream banks. A typical embankment configuration is shown on [[Media:611.1 Embankment at Bridge Ends.pdf|Embankment at Bridge Ends.]] In urban areas, the project core team may decide that concrete slope protection is appropriate for specific aesthetic reasons. Other types of protection such as masonry construction may also be appropriate if funded by local jurisdictions, enhancement funds, or other non-department sources.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>EPG-Admin</name></author>
	</entry>
	<entry>
		<id>https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;diff=16083&amp;oldid=prev</id>
		<title>EPG-Admin at 13:48, 27 December 2007</title>
		<link rel="alternate" type="text/html" href="https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;diff=16083&amp;oldid=prev"/>
		<updated>2007-12-27T13:48:54Z</updated>

		<summary type="html">&lt;p&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 08:48, 27 December 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-l4&quot;&gt;Line 4:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 4:&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;|}&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;|}&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;Where integrity of the embankment is vital or in areas subject to damaging hydraulic forces, extra protection of the embankment is needed. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt; &lt;/del&gt;Embankment protection may be accomplished by using [[611.1 Rock Blanket|rock blanket]], [[:Category:214 Rock Fill|rock fill]], [[611.2 Revetment|revetment]], [[611.3 Concrete Slope Protection|concrete slope protection]] or [[611.4 Gabions|gabions]]. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt; &lt;/del&gt;On most projects, rock blanket is the economical method of protecting the embankment around grade separation structures and bridge ends, around culverts and to protect stream banks. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt; &lt;/del&gt;In urban areas, the project core team may decide that concrete slope protection is appropriate for specific aesthetic reasons. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt; &lt;/del&gt;Other types of protection such as masonry construction may also be appropriate if funded by local jurisdictions, enhancement funds, or other non-department sources.&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;Where integrity of the embankment is vital or in areas subject to damaging hydraulic forces, extra protection of the embankment is needed. Embankment protection may be accomplished by using [[611.1 Rock Blanket|rock blanket]], [[:Category:214 Rock Fill|rock fill]], [[611.2 Revetment|revetment]], [[611.3 Concrete Slope Protection|concrete slope protection]] or [[611.4 Gabions|gabions]]. On most projects, rock blanket is the economical method of protecting the embankment around grade separation structures and bridge ends, around culverts and to protect stream banks. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;A typical embankment configuration is shown on [[Media:611.1 Embankment at Bridge Ends.pdf|Embankment at Bridge Ends.]] &lt;/ins&gt;In urban areas, the project core team may decide that concrete slope protection is appropriate for specific aesthetic reasons. Other types of protection such as masonry construction may also be appropriate if funded by local jurisdictions, enhancement funds, or other non-department sources.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>EPG-Admin</name></author>
	</entry>
	<entry>
		<id>https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;diff=5634&amp;oldid=prev</id>
		<title>EPG-Admin at 19:12, 5 December 2006</title>
		<link rel="alternate" type="text/html" href="https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;diff=5634&amp;oldid=prev"/>
		<updated>2006-12-05T19:12:32Z</updated>

		<summary type="html">&lt;p&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 14:12, 5 December 2006&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-l4&quot;&gt;Line 4:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 4:&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;|}&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;|}&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;Where integrity of the embankment is vital or in areas subject to damaging hydraulic forces, extra protection of the embankment is needed.  Embankment protection may be accomplished by using [[611.1 Rock Blanket|rock blanket]], [[214 Rock Fill|rock fill]], [[611.2 Revetment|revetment]], [[611.3 Concrete Slope Protection|concrete slope protection]] or [[611.4 Gabions|gabions]].  On most projects, rock blanket is the economical method of protecting the embankment around grade separation structures and bridge ends, around culverts and to protect stream banks.  In urban areas, the project core team may decide that concrete slope protection is appropriate for specific aesthetic reasons.  Other types of protection such as masonry construction may also be appropriate if funded by local jurisdictions, enhancement funds, or other non-department sources.&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;Where integrity of the embankment is vital or in areas subject to damaging hydraulic forces, extra protection of the embankment is needed.  Embankment protection may be accomplished by using [[611.1 Rock Blanket|rock blanket]], [[&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;:Category:&lt;/ins&gt;214 Rock Fill|rock fill]], [[611.2 Revetment|revetment]], [[611.3 Concrete Slope Protection|concrete slope protection]] or [[611.4 Gabions|gabions]].  On most projects, rock blanket is the economical method of protecting the embankment around grade separation structures and bridge ends, around culverts and to protect stream banks.  In urban areas, the project core team may decide that concrete slope protection is appropriate for specific aesthetic reasons.  Other types of protection such as masonry construction may also be appropriate if funded by local jurisdictions, enhancement funds, or other non-department sources.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>EPG-Admin</name></author>
	</entry>
	<entry>
		<id>https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;diff=5415&amp;oldid=prev</id>
		<title>EPG-Admin at 12:51, 5 December 2006</title>
		<link rel="alternate" type="text/html" href="https://epgtest3.modot.org/index.php?title=Category:611_Embankment_Protection&amp;diff=5415&amp;oldid=prev"/>
		<updated>2006-12-05T12:51:14Z</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;
|-&lt;br /&gt;
|style=&amp;quot;background:yellow&amp;quot;|&amp;#039;&amp;#039;&amp;#039;[[Key Points 611 Embankment Protection|Key Points]]&amp;#039;&amp;#039;&amp;#039;&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
Where integrity of the embankment is vital or in areas subject to damaging hydraulic forces, extra protection of the embankment is needed.  Embankment protection may be accomplished by using [[611.1 Rock Blanket|rock blanket]], [[214 Rock Fill|rock fill]], [[611.2 Revetment|revetment]], [[611.3 Concrete Slope Protection|concrete slope protection]] or [[611.4 Gabions|gabions]].  On most projects, rock blanket is the economical method of protecting the embankment around grade separation structures and bridge ends, around culverts and to protect stream banks.  In urban areas, the project core team may decide that concrete slope protection is appropriate for specific aesthetic reasons.  Other types of protection such as masonry construction may also be appropriate if funded by local jurisdictions, enhancement funds, or other non-department sources.&lt;/div&gt;</summary>
		<author><name>EPG-Admin</name></author>
	</entry>
</feed>