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	<id>http://policymanual.mdot.maryland.gov/mediawiki/index.php?action=history&amp;feed=atom&amp;title=Roadways%3A_Pavement_Methods%2FFriction_Surface_Treatments</id>
	<title>Roadways: Pavement Methods/Friction Surface Treatments - Revision history</title>
	<link rel="self" type="application/atom+xml" href="http://policymanual.mdot.maryland.gov/mediawiki/index.php?action=history&amp;feed=atom&amp;title=Roadways%3A_Pavement_Methods%2FFriction_Surface_Treatments"/>
	<link rel="alternate" type="text/html" href="http://policymanual.mdot.maryland.gov/mediawiki/index.php?title=Roadways:_Pavement_Methods/Friction_Surface_Treatments&amp;action=history"/>
	<updated>2026-05-18T04:58:18Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>http://policymanual.mdot.maryland.gov/mediawiki/index.php?title=Roadways:_Pavement_Methods/Friction_Surface_Treatments&amp;diff=4319&amp;oldid=prev</id>
		<title>Mnemphos at 20:06, 5 December 2016</title>
		<link rel="alternate" type="text/html" href="http://policymanual.mdot.maryland.gov/mediawiki/index.php?title=Roadways:_Pavement_Methods/Friction_Surface_Treatments&amp;diff=4319&amp;oldid=prev"/>
		<updated>2016-12-05T20:06:51Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #222; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #222; text-align: center;&quot;&gt;Revision as of 20:06, 5 December 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-l24&quot; &gt;Line 24:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 24:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;=See Also=&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;=See Also=&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;*[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]]&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;*[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot;&gt;&amp;#160;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #222; 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; [[Category:Practical Design]][[Category:Practical Design Guidance]]&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Mnemphos</name></author>
		
	</entry>
	<entry>
		<id>http://policymanual.mdot.maryland.gov/mediawiki/index.php?title=Roadways:_Pavement_Methods/Friction_Surface_Treatments&amp;diff=3641&amp;oldid=prev</id>
		<title>Mnemphos at 20:43, 1 November 2016</title>
		<link rel="alternate" type="text/html" href="http://policymanual.mdot.maryland.gov/mediawiki/index.php?title=Roadways:_Pavement_Methods/Friction_Surface_Treatments&amp;diff=3641&amp;oldid=prev"/>
		<updated>2016-11-01T20:43:33Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #222; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #222; text-align: center;&quot;&gt;Revision as of 20:43, 1 November 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='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;| colspan=&amp;quot;3&amp;quot; |&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;| colspan=&amp;quot;3&amp;quot; |&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #222; 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 class=&quot;diffchange diffchange-inline&quot;&gt;Bridge Width&lt;/del&gt;'''&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #222; 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 class=&quot;diffchange diffchange-inline&quot;&gt;Pavement Methods/Friction Surface Treatments&lt;/ins&gt;'''&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #222; 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;/table&gt;</summary>
		<author><name>Mnemphos</name></author>
		
	</entry>
	<entry>
		<id>http://policymanual.mdot.maryland.gov/mediawiki/index.php?title=Roadways:_Pavement_Methods/Friction_Surface_Treatments&amp;diff=3640&amp;oldid=prev</id>
		<title>Mnemphos: Created page with &quot;{| class=&quot;wikitable&quot; |- | colspan=&quot;3&quot; | '''Bridge Width'''  |- | colspan=&quot;3&quot; | =Primary Guidance= *Roadways with high accident rate spot locations and any areas with short-rad...&quot;</title>
		<link rel="alternate" type="text/html" href="http://policymanual.mdot.maryland.gov/mediawiki/index.php?title=Roadways:_Pavement_Methods/Friction_Surface_Treatments&amp;diff=3640&amp;oldid=prev"/>
		<updated>2016-11-01T20:43:16Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;{| class=&amp;quot;wikitable&amp;quot; |- | colspan=&amp;quot;3&amp;quot; | &amp;#039;&amp;#039;&amp;#039;Bridge Width&amp;#039;&amp;#039;&amp;#039;  |- | colspan=&amp;quot;3&amp;quot; | =Primary Guidance= *Roadways with high accident rate spot locations and any areas with short-rad...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;3&amp;quot; |&lt;br /&gt;
'''Bridge Width'''&lt;br /&gt;
&lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;3&amp;quot; |&lt;br /&gt;
=Primary Guidance=&lt;br /&gt;
*Roadways with high accident rate spot locations and any areas with short-radius horizontal curves or hard-braking requirements can be resurfaced HFST  as a reactive fix&lt;br /&gt;
*Roadways with a growing trend in wet-weather accidents or poor friction values can be treated with Surface Abrasion  or micro-surfacing as a proactive fix&lt;br /&gt;
*MDOT SHA Office of Materials and Testing (OMT) will provide guidance on the appropriate roadway surface treatment &lt;br /&gt;
&lt;br /&gt;
|-&lt;br /&gt;
| colspan=&amp;quot;3&amp;quot; |&lt;br /&gt;
&lt;br /&gt;
=Discussion=&lt;br /&gt;
&lt;br /&gt;
HFST  is an excellent surface treatment to get very high skid resistance.  While it is much more  expensive than other surface treatments, it is much more  effective in accident reduction and significantly cheaper than geometric realignment involving reconstruction.  It is intended for spot locations (less than 1,000 ft.) on tight curves or approaches requiring hard braking, and where accidents have been an issue.&lt;br /&gt;
&lt;br /&gt;
Surface abrasion and micro-surfacing are not nearly expensive as HFST, and their skid resistance is not as high.  They are intended for high-radius horizontal curves or areas where there is a moderate friction demand, and the pavement friction values are declining.  Because of the equipment required for these treatments, they are more cost-effective in larger quantities.  These treatments are intended to keep the surface friction condition sufficiently good so that an accident trend does not develop.&lt;br /&gt;
&lt;br /&gt;
|}&lt;br /&gt;
&lt;br /&gt;
=See Also=&lt;br /&gt;
*[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]]&lt;/div&gt;</summary>
		<author><name>Mnemphos</name></author>
		
	</entry>
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