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	<id>https://wiki.opensourceecology.org/index.php?action=history&amp;feed=atom&amp;title=Static_Cone_Penetrometer</id>
	<title>Static Cone Penetrometer - Revision history</title>
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	<updated>2026-04-05T19:49:21Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289553&amp;oldid=prev</id>
		<title>Marcin at 18:22, 11 October 2023</title>
		<link rel="alternate" type="text/html" href="https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289553&amp;oldid=prev"/>
		<updated>2023-10-11T18:22:18Z</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;
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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 18:22, 11 October 2023&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;**On their penetrometers page, they say &amp;#039;&amp;#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&amp;#039;&amp;#039;. For the static cone penetrometer, they say &amp;#039;&amp;#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&amp;#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&amp;#039;&amp;#039;&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;**On their penetrometers page, they say &amp;#039;&amp;#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&amp;#039;&amp;#039;. For the static cone penetrometer, they say &amp;#039;&amp;#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&amp;#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&amp;#039;&amp;#039;&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;*What is the ASTM procedure for calculating soil bearing strength for foundations? D3441 - [https://www.astm.org/d3441-16.html]&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;*What is the ASTM procedure for calculating soil bearing strength for foundations? D3441 - [https://www.astm.org/d3441-16.html]&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. There is an open access reading room for ASTM standards. However, it does not include ASTM D3441. Nor D5778 - electronic penetrometers. See Reading room [https://www.astm.org/products-services/standards-and-publications/astm-reading-room.html]. Contact them regarding the omission.&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Marcin</name></author>
	</entry>
	<entry>
		<id>https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289552&amp;oldid=prev</id>
		<title>Marcin at 18:16, 11 October 2023</title>
		<link rel="alternate" type="text/html" href="https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289552&amp;oldid=prev"/>
		<updated>2023-10-11T18:16:04Z</updated>

		<summary type="html">&lt;p&gt;&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 18:16, 11 October 2023&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;**On their penetrometers page, they say &amp;#039;&amp;#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&amp;#039;&amp;#039;. For the static cone penetrometer, they say &amp;#039;&amp;#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&amp;#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&amp;#039;&amp;#039;&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;**On their penetrometers page, they say &amp;#039;&amp;#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&amp;#039;&amp;#039;. For the static cone penetrometer, they say &amp;#039;&amp;#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&amp;#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&amp;#039;&amp;#039;&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;*What is the ASTM procedure for calculating soil bearing strength for foundations?&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;*What is the ASTM procedure for calculating soil bearing strength for foundations? &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;D3441 - [https://www.astm.org/d3441-16.html]&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Marcin</name></author>
	</entry>
	<entry>
		<id>https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289551&amp;oldid=prev</id>
		<title>Marcin at 18:05, 11 October 2023</title>
		<link rel="alternate" type="text/html" href="https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289551&amp;oldid=prev"/>
		<updated>2023-10-11T18:05:26Z</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;
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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 18:05, 11 October 2023&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;**On their penetrometers page, they say &amp;#039;&amp;#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&amp;#039;&amp;#039;. For the static cone penetrometer, they say &amp;#039;&amp;#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&amp;#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&amp;#039;&amp;#039;&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;**On their penetrometers page, they say &amp;#039;&amp;#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&amp;#039;&amp;#039;. For the static cone penetrometer, they say &amp;#039;&amp;#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&amp;#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&amp;#039;&amp;#039;&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;*What is the ASTM&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;*What is the ASTM &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;procedure for calculating soil bearing strength for foundations?&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Marcin</name></author>
	</entry>
	<entry>
		<id>https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289550&amp;oldid=prev</id>
		<title>Marcin at 18:03, 11 October 2023</title>
		<link rel="alternate" type="text/html" href="https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289550&amp;oldid=prev"/>
		<updated>2023-10-11T18:03:22Z</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;
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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 18:03, 11 October 2023&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;**On their penetrometers page, they say &amp;#039;&amp;#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&amp;#039;&amp;#039;. For the static cone penetrometer, they say &amp;#039;&amp;#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&amp;#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&amp;#039;&amp;#039;&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;**On their penetrometers page, they say &amp;#039;&amp;#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&amp;#039;&amp;#039;. For the static cone penetrometer, they say &amp;#039;&amp;#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&amp;#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&amp;#039;&amp;#039;&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;*What is the ASTM&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Marcin</name></author>
	</entry>
	<entry>
		<id>https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289549&amp;oldid=prev</id>
		<title>Marcin at 18:02, 11 October 2023</title>
		<link rel="alternate" type="text/html" href="https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289549&amp;oldid=prev"/>
		<updated>2023-10-11T18:02:48Z</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;
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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 18:02, 11 October 2023&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&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;**On their penetrometers page, they say &#039;&#039;The Dynamic Cone Penetrometer (DCP) was originally developed by George Sowers and is used to determine the penetration resistance relationship with the standard penetration resistance of virgin soils. As with all field tools used in foundation evaluations, this method should never be used as the sole means for determining foundation conditions.&#039;&#039;. For the static cone penetrometer, they say &#039;&#039;Static Cone Penetrometers are used to evaluate the geotechnical properties of soil such as soil consistency, level of compaction and bearing capacity of foundations. Humboldt&#039;s Static Cone Penetrometers are specifically designed for use in fine grained, soft soils to depths up to 30 feet.&#039;&#039;&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Marcin</name></author>
	</entry>
	<entry>
		<id>https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289548&amp;oldid=prev</id>
		<title>Marcin: Created page with &quot;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&#039;&#039;&#039;The use of static cone penetrometers should not replace laboratory testing of field analysis o...&quot;</title>
		<link rel="alternate" type="text/html" href="https://wiki.opensourceecology.org/index.php?title=Static_Cone_Penetrometer&amp;diff=289548&amp;oldid=prev"/>
		<updated>2023-10-11T17:59:49Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis o...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;*$700 - https://www.humboldtmfg.com/static-cone-penetrometer.html. Disclaimer:&amp;#039;&amp;#039;&amp;#039;The use of static cone penetrometers should not replace laboratory testing of field analysis or be used to produce foundation design data.&amp;#039;&amp;#039;&amp;#039; BS Alert.&lt;/div&gt;</summary>
		<author><name>Marcin</name></author>
	</entry>
</feed>