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Category:622 Pavement and Bridge Surface Removal and Texturing - Revision history
2024-03-29T09:14:14Z
Revision history for this page on the wiki
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Hoskir: /* 622.2 Diamond Grinding Existing Portland Cement Concrete Pavement */ updated JSP link
2023-03-03T17:23:46Z
<p><span dir="auto"><span class="autocomment">622.2 Diamond Grinding Existing Portland Cement Concrete Pavement: </span> updated JSP link</span></p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 17:23, 3 March 2023</td>
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<tr><td class='diff-marker'> </td><td style="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;"><div>|}</div></td><td class='diff-marker'> </td><td style="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;"><div>|}</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [https://<del class="diffchange diffchange-inline">spexternal</del>.modot.<del class="diffchange diffchange-inline">mo.gov/sites/de</del>/<del class="diffchange diffchange-inline">_layouts</del>/<del class="diffchange diffchange-inline">15</del>/<del class="diffchange diffchange-inline">WopiFrame</del>.<del class="diffchange diffchange-inline">aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0605%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE </del>JSP-06-05] reinforces MoDOT and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td><td class='diff-marker'>+</td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [https://<ins class="diffchange diffchange-inline">epg</ins>.modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">forms</ins>/<ins class="diffchange diffchange-inline">JSP</ins>/<ins class="diffchange diffchange-inline">JSP0605</ins>.<ins class="diffchange diffchange-inline">docx </ins>JSP-06-05] reinforces MoDOT and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>===622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement ([http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=9 Sec 622.30])===</div></td><td class='diff-marker'> </td><td style="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;"><div>===622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement ([http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=9 Sec 622.30])===</div></td></tr>
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Hoskir
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=48176&oldid=prev
Smithk at 20:06, 18 August 2020
2020-08-18T20:06:55Z
<p></p>
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<tr><td class='diff-marker'>−</td><td style="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;"><div>|'''See also:''' [<del class="diffchange diffchange-inline">http</del>://www.modot.<del class="diffchange diffchange-inline">gov</del>/<del class="diffchange diffchange-inline">services/OR/byDate.htm Innovation Library</del>]</div></td><td class='diff-marker'>+</td><td style="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;"><div>|'''See also:''' [<ins class="diffchange diffchange-inline">https</ins>://www.modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">research-publications Research Publications</ins>]</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>|}</div></td><td class='diff-marker'> </td><td style="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;"><div>|}</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0605%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE JSP-06-05] reinforces MoDOT and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td><td class='diff-marker'> </td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0605%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE JSP-06-05] reinforces MoDOT and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td></tr>
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Smithk
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=38021&oldid=prev
Smithk: updated links
2016-07-22T15:50:40Z
<p>updated links</p>
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<tr><td class='diff-marker'> </td><td style="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;"><div>|- </div></td><td class='diff-marker'> </td><td style="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;"><div>|- </div></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>|[[<del class="diffchange diffchange-inline">media</del>:R314 <del class="diffchange diffchange-inline">- Cold Milling.pdf</del>|Maintenance Planning Guideline for Coldmilling]]</div></td><td class='diff-marker'>+</td><td style="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;"><div>|[[:<ins class="diffchange diffchange-inline">Category:170 Maintenance Activity Planning Guidelines#</ins>R314 <ins class="diffchange diffchange-inline">Other Pavement Maintenance</ins>|Maintenance Planning Guideline for Coldmilling]]</div></td></tr>
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<tr><td class='diff-marker'>−</td><td style="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;"><div>|[[<del class="diffchange diffchange-inline">media</del>:R315 <del class="diffchange diffchange-inline">- Milling High Joints.pdf</del>|Maintenance Planning Guideline for Coldmilling High Joints]]</div></td><td class='diff-marker'>+</td><td style="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;"><div>|[[:<ins class="diffchange diffchange-inline">Category:170 Maintenance Activity Planning Guidelines#</ins>R315 <ins class="diffchange diffchange-inline">Pavement Preventative Maintenance (LM)</ins>|Maintenance Planning Guideline for Coldmilling High Joints]]</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>|}</div></td><td class='diff-marker'> </td><td style="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;"><div>|}</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>==622.1 Coldmilling Existing Ashaltic Concrete Pavement==</div></td><td class='diff-marker'> </td><td style="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;"><div>==622.1 Coldmilling Existing Ashaltic Concrete Pavement==</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>===622.1.1 Maintenance Planning Guideline for Coldmilling===</div></td><td class='diff-marker'> </td><td style="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;"><div>===622.1.1 Maintenance Planning Guideline for Coldmilling===</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div><del class="diffchange diffchange-inline">'''Printable''' </del>[[<del class="diffchange diffchange-inline">media</del>:R314 <del class="diffchange diffchange-inline">- Cold Milling.pdf</del>|<del class="diffchange diffchange-inline">'''</del>Maintenance Planning Guideline for Cold Milling<del class="diffchange diffchange-inline">'''</del>]].</div></td><td class='diff-marker'>+</td><td style="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;"><div><ins class="diffchange diffchange-inline">See </ins>[[:<ins class="diffchange diffchange-inline">Category:170 Maintenance Activity Planning Guidelines#</ins>R314 <ins class="diffchange diffchange-inline">Other Pavement Maintenance</ins>|Maintenance Planning Guideline for Cold Milling]].</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides|Maintenance Planning Guidelines]].</div></td><td class='diff-marker'> </td><td style="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;"><div>Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides|Maintenance Planning Guidelines]].</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>===622.1.2 Maintenance Planning Guideline for Coldmilling High Joints===</div></td><td class='diff-marker'> </td><td style="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;"><div>===622.1.2 Maintenance Planning Guideline for Coldmilling High Joints===</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div><del class="diffchange diffchange-inline">'''Printable''' </del>[[<del class="diffchange diffchange-inline">media</del>:R315 <del class="diffchange diffchange-inline">- Milling High Joints.pdf</del>|<del class="diffchange diffchange-inline">'''</del>Maintenance Planning Guideline for Crack & Joint Maintenance - Milling High Joints<del class="diffchange diffchange-inline">'''</del>]].</div></td><td class='diff-marker'>+</td><td style="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;"><div><ins class="diffchange diffchange-inline">See </ins>[[:<ins class="diffchange diffchange-inline">Category:170 Maintenance Activity Planning Guidelines#</ins>R315 <ins class="diffchange diffchange-inline">Pavement Preventative Maintenance (LM)</ins>|Maintenance Planning Guideline for Crack & Joint Maintenance - Milling High Joints]].</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides|Maintenance Planning Guidelines]].</div></td><td class='diff-marker'> </td><td style="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;"><div>Index of all [[:Category:170 Maintenance Activity Planning Guidelines#Index of Printable Planning Guides|Maintenance Planning Guidelines]].</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=37653&oldid=prev
Smithk: updated links
2016-06-09T15:31:23Z
<p>updated links</p>
<table class="diff diff-contentalign-left" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
<col class="diff-content" />
<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 15:31, 9 June 2016</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l25" >Line 25:</td>
<td colspan="2" class="diff-lineno">Line 25:</td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>*Improve transitions at beginning and end of project and at bridges.</div></td><td class='diff-marker'> </td><td style="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;"><div>*Improve transitions at beginning and end of project and at bridges.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>Milled material is typically recycled by adding liquid asphalt and relaying on supplementary routes, shoulders and outer roadways. All coldmillings should be retained by the contractor. Unless there are unique circumstances, both MoDOT and the contractor benefit from contractor retention of the material. The contractor is made responsible for the removal and proper disposal of the milled material according to [http://modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec0622</del>.pdf Sec 622.]</div></td><td class='diff-marker'>+</td><td style="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;"><div>Milled material is typically recycled by adding liquid asphalt and relaying on supplementary routes, shoulders and outer roadways. All coldmillings should be retained by the contractor. Unless there are unique circumstances, both MoDOT and the contractor benefit from contractor retention of the material. The contractor is made responsible for the removal and proper disposal of the milled material according to [http://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/business/standards_and_specs/<ins class="diffchange diffchange-inline">SpecbookEPG</ins>.pdf<ins class="diffchange diffchange-inline">#page=9 </ins>Sec 622.]</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>In the exceptional case where the contract establishes district retention of the coldmillings, the district should include the special provision titled [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP9307%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE "Stockpiling Coldmilled materials (Commission Retained)", JSP-93-07] in the proposal. In this special provision, the designer should list the location for stockpiling the milled material and the approximate round trip distance from the project to the stockpile location. See [[:Category:405 Processing Reclaimed Asphalt|Processing Reclaimed Asphalt]] for information on recycling millings from the project. Federal Interstate Maintenance funds may not be used to lay reclaimed material from the project on an interstate outer road or other route that is not part of the interstate system.</div></td><td class='diff-marker'> </td><td style="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;"><div>In the exceptional case where the contract establishes district retention of the coldmillings, the district should include the special provision titled [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP9307%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE "Stockpiling Coldmilled materials (Commission Retained)", JSP-93-07] in the proposal. In this special provision, the designer should list the location for stockpiling the milled material and the approximate round trip distance from the project to the stockpile location. See [[:Category:405 Processing Reclaimed Asphalt|Processing Reclaimed Asphalt]] for information on recycling millings from the project. Federal Interstate Maintenance funds may not be used to lay reclaimed material from the project on an interstate outer road or other route that is not part of the interstate system.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l72" >Line 72:</td>
<td colspan="2" class="diff-lineno">Line 72:</td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0605%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE JSP-06-05] reinforces MoDOT and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td><td class='diff-marker'> </td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0605%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE JSP-06-05] reinforces MoDOT and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>===622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement ([http://modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec0622</del>.pdf Sec 622.30])===</div></td><td class='diff-marker'>+</td><td style="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;"><div>===622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement ([http://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/business/standards_and_specs/<ins class="diffchange diffchange-inline">SpecbookEPG</ins>.pdf<ins class="diffchange diffchange-inline">#page=9 </ins>Sec 622.30])===</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>MoDOT and MDNR have agreed on the following precautions to prevent the discharge of</div></td><td class='diff-marker'> </td><td style="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;"><div>MoDOT and MDNR have agreed on the following precautions to prevent the discharge of</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>the slurry from entering waters of the state.</div></td><td class='diff-marker'> </td><td style="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;"><div>the slurry from entering waters of the state.</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=35530&oldid=prev
Smithk: /* 622.1 Coldmilling Existing Ashaltic Concrete Pavement */ Updated JSP link
2015-05-12T13:23:30Z
<p><span dir="auto"><span class="autocomment">622.1 Coldmilling Existing Ashaltic Concrete Pavement: </span> Updated JSP link</span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
<col class="diff-content" />
<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 13:23, 12 May 2015</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l27" >Line 27:</td>
<td colspan="2" class="diff-lineno">Line 27:</td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>Milled material is typically recycled by adding liquid asphalt and relaying on supplementary routes, shoulders and outer roadways. All coldmillings should be retained by the contractor. Unless there are unique circumstances, both MoDOT and the contractor benefit from contractor retention of the material. The contractor is made responsible for the removal and proper disposal of the milled material according to [http://modot.mo.gov/business/standards_and_specs/Sec0622.pdf Sec 622.]</div></td><td class='diff-marker'> </td><td style="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;"><div>Milled material is typically recycled by adding liquid asphalt and relaying on supplementary routes, shoulders and outer roadways. All coldmillings should be retained by the contractor. Unless there are unique circumstances, both MoDOT and the contractor benefit from contractor retention of the material. The contractor is made responsible for the removal and proper disposal of the milled material according to [http://modot.mo.gov/business/standards_and_specs/Sec0622.pdf Sec 622.]</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>In the exceptional case where the contract establishes district retention of the coldmillings, the district should include the special provision titled [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www3</del>.modot.mo.gov/<del class="diffchange diffchange-inline">JOBSPEC2.NSF</del>/<del class="diffchange diffchange-inline">172856ff65ca19dc862567bb004c65cd</del>/<del class="diffchange diffchange-inline">a8135ec3d03438e88625736b004b630b</del>?<del class="diffchange diffchange-inline">OpenDocument </del>"Stockpiling Coldmilled materials (Commission Retained)", JSP-93-07] in the proposal. In this special provision, the designer should list the location for stockpiling the milled material and the approximate round trip distance from the project to the stockpile location. See [[:Category:405 Processing Reclaimed Asphalt|Processing Reclaimed Asphalt]] for information on recycling millings from the project. Federal Interstate Maintenance funds may not be used to lay reclaimed material from the project on an interstate outer road or other route that is not part of the interstate system.</div></td><td class='diff-marker'>+</td><td style="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;"><div>In the exceptional case where the contract establishes district retention of the coldmillings, the district should include the special provision titled [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">spexternal</ins>.modot.mo.gov/<ins class="diffchange diffchange-inline">sites/de/_layouts</ins>/<ins class="diffchange diffchange-inline">15</ins>/<ins class="diffchange diffchange-inline">WopiFrame.aspx</ins>?<ins class="diffchange diffchange-inline">sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP9307%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE </ins>"Stockpiling Coldmilled materials (Commission Retained)", JSP-93-07] in the proposal. In this special provision, the designer should list the location for stockpiling the milled material and the approximate round trip distance from the project to the stockpile location. See [[:Category:405 Processing Reclaimed Asphalt|Processing Reclaimed Asphalt]] for information on recycling millings from the project. Federal Interstate Maintenance funds may not be used to lay reclaimed material from the project on an interstate outer road or other route that is not part of the interstate system.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>Depth of milling should be determined by:</div></td><td class='diff-marker'> </td><td style="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;"><div>Depth of milling should be determined by:</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=35529&oldid=prev
Smithk: /* 622.2 Diamond Grinding Existing Portland Cement Concrete Pavement */ Updated JSP link
2015-05-12T13:21:54Z
<p><span dir="auto"><span class="autocomment">622.2 Diamond Grinding Existing Portland Cement Concrete Pavement: </span> Updated JSP link</span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
<col class="diff-content" />
<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 13:21, 12 May 2015</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l70" >Line 70:</td>
<td colspan="2" class="diff-lineno">Line 70:</td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]</div></td><td class='diff-marker'> </td><td style="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;"><div>|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>|}</div></td><td class='diff-marker'> </td><td style="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;"><div>|}</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www3</del>.modot.mo.gov/<del class="diffchange diffchange-inline">JOBSPEC2.NSF</del>/<del class="diffchange diffchange-inline">172856ff65ca19dc862567bb004c65cd</del>/<del class="diffchange diffchange-inline">b32d3c49756b5ec18625736b004b560b</del>?<del class="diffchange diffchange-inline">OpenDocument </del>JSP-06-05] reinforces MoDOT and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td><td class='diff-marker'>+</td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">spexternal</ins>.modot.mo.gov/<ins class="diffchange diffchange-inline">sites/de/_layouts</ins>/<ins class="diffchange diffchange-inline">15</ins>/<ins class="diffchange diffchange-inline">WopiFrame.aspx</ins>?<ins class="diffchange diffchange-inline">sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0605%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Standard%253B%2523%26IsGroupRender%3DTRUE </ins>JSP-06-05] reinforces MoDOT and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>===622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement ([http://modot.mo.gov/business/standards_and_specs/Sec0622.pdf Sec 622.30])===</div></td><td class='diff-marker'> </td><td style="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;"><div>===622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement ([http://modot.mo.gov/business/standards_and_specs/Sec0622.pdf Sec 622.30])===</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=34190&oldid=prev
Smithk: /* 622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement (Sec 622.30) */ Per CM, added a sixth precaution involving dispersal of diamond grinding residue
2014-08-07T19:54:07Z
<p><span dir="auto"><span class="autocomment">622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement (Sec 622.30): </span> Per CM, added a sixth precaution involving dispersal of diamond grinding residue</span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 19:54, 7 August 2014</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l90" >Line 90:</td>
<td colspan="2" class="diff-lineno">Line 90:</td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>4. The Resident Engineer must approve any other method of application or use of the slurry. The Design Division - Environmental Section should be contacted for guidance on the use of alternative methods.</div></td><td class='diff-marker'> </td><td style="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;"><div>4. The Resident Engineer must approve any other method of application or use of the slurry. The Design Division - Environmental Section should be contacted for guidance on the use of alternative methods.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>5. Precautions must be taken at all times to prevent the slurry from entering the waters of the state. Should improper application occur which may result in a discharge of lime slurry to the waters of the state, the contractor shall immediately remove the slurry and notify the Resident</div></td><td class='diff-marker'>+</td><td style="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;"><div>5. Precautions must be taken at all times to prevent the slurry from entering the waters of the state. Should improper application occur which may result in a discharge of lime slurry to the waters of the state, the contractor shall immediately remove the slurry and notify the Resident <ins class="diffchange diffchange-inline">Engineer.</ins></div></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div><del class="diffchange diffchange-inline">Engineer</del>.</div></td><td class='diff-marker'>+</td><td style="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;"><div> </div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="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;"><div><ins class="diffchange diffchange-inline">6. Dispersal of diamond grinding residue on the right of way, where allowed, is the contractor’s choice versus tanking and disposal, therefore, all required straw bales and other BMPs shall be at the contractor’s expense</ins>.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>See [[806.8 Storm Water Pollution Prevention Plan (SWPPP)#806.8.11 Diamond Grinding|EPG 806.8.11 Diamond Grinding and Other Surface Treatments]] for more information.</div></td><td class='diff-marker'> </td><td style="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;"><div>See [[806.8 Storm Water Pollution Prevention Plan (SWPPP)#806.8.11 Diamond Grinding|EPG 806.8.11 Diamond Grinding and Other Surface Treatments]] for more information.</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=33874&oldid=prev
Smithk: /* 622.2 Diamond Grinding Existing Portland Cement Concrete Pavement */ minor correction
2014-06-13T15:40:49Z
<p><span dir="auto"><span class="autocomment">622.2 Diamond Grinding Existing Portland Cement Concrete Pavement: </span> minor correction</span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 15:40, 13 June 2014</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l70" >Line 70:</td>
<td colspan="2" class="diff-lineno">Line 70:</td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]</div></td><td class='diff-marker'> </td><td style="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;"><div>|'''See also:''' [http://www.modot.gov/services/OR/byDate.htm Innovation Library]</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>|}</div></td><td class='diff-marker'> </td><td style="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;"><div>|}</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [http://www3.modot.mo.gov/JOBSPEC2.NSF/172856ff65ca19dc862567bb004c65cd/b32d3c49756b5ec18625736b004b560b?OpenDocument JSP-06-05] reinforces <del class="diffchange diffchange-inline">moDOT </del>and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td><td class='diff-marker'>+</td><td style="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;"><div>The diamond grinding operation produces a residue that must be managed in an environmentally responsible manner. The Job Special Provision [http://www3.modot.mo.gov/JOBSPEC2.NSF/172856ff65ca19dc862567bb004c65cd/b32d3c49756b5ec18625736b004b560b?OpenDocument JSP-06-05] reinforces <ins class="diffchange diffchange-inline">MoDOT </ins>and Contractor responsibility and should be used on all diamond grinding or other projects that will produce a slurry residue.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>===622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement ([http://modot.mo.gov/business/standards_and_specs/Sec0622.pdf Sec 622.30])===</div></td><td class='diff-marker'> </td><td style="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;"><div>===622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement ([http://modot.mo.gov/business/standards_and_specs/Sec0622.pdf Sec 622.30])===</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=27870&oldid=prev
Smithk: updated link
2012-01-24T18:14:57Z
<p>updated link</p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 18:14, 24 January 2012</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l93" >Line 93:</td>
<td colspan="2" class="diff-lineno">Line 93:</td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>Engineer.</div></td><td class='diff-marker'> </td><td style="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;"><div>Engineer.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>See [[806.8 Storm Water Pollution Prevention Plan (SWPPP)#806.8.<del class="diffchange diffchange-inline">10 </del>Diamond Grinding|EPG 806.8.<del class="diffchange diffchange-inline">10 </del>Diamond Grinding]] for more information.</div></td><td class='diff-marker'>+</td><td style="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;"><div>See [[806.8 Storm Water Pollution Prevention Plan (SWPPP)#806.8.<ins class="diffchange diffchange-inline">11 </ins>Diamond Grinding|EPG 806.8.<ins class="diffchange diffchange-inline">11 </ins>Diamond Grinding <ins class="diffchange diffchange-inline">and Other Surface Treatments</ins>]] for more information.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>===622.2.2 Maintenance Diamond Grinding Existing Portland Cement Concrete Pavement===</div></td><td class='diff-marker'> </td><td style="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;"><div>===622.2.2 Maintenance Diamond Grinding Existing Portland Cement Concrete Pavement===</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:622_Pavement_and_Bridge_Surface_Removal_and_Texturing&diff=22659&oldid=prev
Smithk: /* 622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement (Sec 622.30) */minor clarification
2010-04-05T13:02:57Z
<p><span dir="auto"><span class="autocomment">622.2.1 Construction Inspection for Diamond Grinding of Existing Portland Cement Concrete Pavement (Sec 622.30): </span>minor clarification</span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 13:02, 5 April 2010</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l93" >Line 93:</td>
<td colspan="2" class="diff-lineno">Line 93:</td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>Engineer.</div></td><td class='diff-marker'> </td><td style="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;"><div>Engineer.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="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;"><div>See [[806.8 Storm Water Pollution Prevention Plan (SWPPP)#806.8.10 Diamond Grinding|806.8.10 Diamond Grinding]] for more information.</div></td><td class='diff-marker'>+</td><td style="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;"><div>See [[806.8 Storm Water Pollution Prevention Plan (SWPPP)#806.8.10 Diamond Grinding|<ins class="diffchange diffchange-inline">EPG </ins>806.8.10 Diamond Grinding]] for more information.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"></td><td class='diff-marker'> </td><td style="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;"></td></tr>
<tr><td class='diff-marker'> </td><td style="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;"><div>===622.2.2 Maintenance Diamond Grinding Existing Portland Cement Concrete Pavement===</div></td><td class='diff-marker'> </td><td style="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;"><div>===622.2.2 Maintenance Diamond Grinding Existing Portland Cement Concrete Pavement===</div></td></tr>
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