https://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&feed=atom&action=historyCategory:732 Flared End Sections - Revision history2024-03-29T15:56:25ZRevision history for this page on the wikiMediaWiki 1.33.1https://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&diff=50215&oldid=prevSmithk: Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info2021-10-01T16:25:27Z<p>Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info</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>==732.6 Materials Inspection and Laboratory Testing ==</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>==732.6 Materials Inspection and Laboratory Testing ==</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>These items will be inspected by Construction and Materials and an inspection report will be issued in <del class="diffchange diffchange-inline">SiteManager</del>. See [http://modot.mo.gov/business/standards_and_specs/Sec1020.pdf Sec 1020] for metal and [http://modot.mo.gov/business/standards_and_specs/Sec1032.pdf Sec 1032] for concrete.</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>These items will be inspected by Construction and Materials and an inspection report will be issued in <ins class="diffchange diffchange-inline">AASHTOWARE Project (AWP)</ins>. See [http://modot.mo.gov/business/standards_and_specs/Sec1020.pdf Sec 1020] for metal and [http://modot.mo.gov/business/standards_and_specs/Sec1032.pdf Sec 1032] for concrete.</div></td></tr>
</table>Smithkhttps://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&diff=43822&oldid=prevSmithk at 17:56, 28 September 20182018-09-28T17:56:52Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 17:56, 28 September 2018</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>The toe strip staying embedded is important to the long term performance of the MES. The fill material used around the toe should be well graded and compacted well enough to protect the toe. If scour is observed after installation, corrective measures should be taken. The toe wall is especially important on the outlet end of safety slopes to do the extra force exerted on the bars by the flowing water.</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 toe strip staying embedded is important to the long term performance of the MES. The fill material used around the toe should be well graded and compacted well enough to protect the toe. If scour is observed after installation, corrective measures should be taken. The toe wall is especially important on the outlet end of safety slopes to do the extra force exerted on the bars by the flowing water.</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>Included in [<del class="diffchange diffchange-inline">http</del>://www.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/73200.pdf </del>Std. Plan 732.00] are details for dimensions including closure gaps for installed MES. There may be some variance from those details with thermoplastic pipes due to the thicker wall differences. The standard plan allows for some deviation from the details and judgment should be used to ensure the MES is suitable.</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>Included in [<ins class="diffchange diffchange-inline">https</ins>://www.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16975 </ins>Std. Plan 732.00] are details for dimensions including closure gaps for installed MES. There may be some variance from those details with thermoplastic pipes due to the thicker wall differences. The standard plan allows for some deviation from the details and judgment should be used to ensure the MES is suitable.</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>==732.2 Safety Slope FES==</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>==732.2 Safety Slope FES==</div></td></tr>
</table>Smithkhttps://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&diff=40464&oldid=prevEPGsysop: /* 732.1 Installation */ Corrected link2018-03-02T15:56:44Z<p><span dir="auto"><span class="autocomment">732.1 Installation: </span> Corrected link</span></p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 15:56, 2 March 2018</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>The toe strip staying embedded is important to the long term performance of the MES. The fill material used around the toe should be well graded and compacted well enough to protect the toe. If scour is observed after installation, corrective measures should be taken. The toe wall is especially important on the outlet end of safety slopes to do the extra force exerted on the bars by the flowing water.</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 toe strip staying embedded is important to the long term performance of the MES. The fill material used around the toe should be well graded and compacted well enough to protect the toe. If scour is observed after installation, corrective measures should be taken. The toe wall is especially important on the outlet end of safety slopes to do the extra force exerted on the bars by the flowing water.</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>Included in [http://www.modot.org/business/standards_and_specs/documents/<del class="diffchange diffchange-inline">90230</del>.pdf Std. Plan 732.00] are details for dimensions including closure gaps for installed MES. There may be some variance from those details with thermoplastic pipes due to the thicker wall differences. The standard plan allows for some deviation from the details and judgment should be used to ensure the MES is suitable.</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>Included in [http://www.modot.org/business/standards_and_specs/documents/<ins class="diffchange diffchange-inline">73200</ins>.pdf Std. Plan 732.00] are details for dimensions including closure gaps for installed MES. There may be some variance from those details with thermoplastic pipes due to the thicker wall differences. The standard plan allows for some deviation from the details and judgment should be used to ensure the MES is suitable.</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>==732.2 Safety Slope FES==</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>==732.2 Safety Slope FES==</div></td></tr>
</table>EPGsysophttps://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&diff=40336&oldid=prevEPGsysop: Per BR, guidance clarified and completely rewritten to be in accordance with pipe specifications. 2018-02-09T21:43:47Z<p>Per BR, guidance clarified and completely rewritten to be in accordance with pipe specifications. </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 21:43, 9 February 2018</td>
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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>==732.1 <del class="diffchange diffchange-inline">Construction Inspection for [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=11 Sec 732]</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>==732.1 <ins class="diffchange diffchange-inline">Installation</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">Flared end sections are either concrete or metal as required. These items will be inspected by </del>the <del class="diffchange diffchange-inline">Division </del>of <del class="diffchange diffchange-inline">Construction </del>and <del class="diffchange diffchange-inline">Materials and an inspection report will be issued. These items </del>should be installed and backfilled <del class="diffchange diffchange-inline">in </del>the same manner required for the pipe. <del class="diffchange diffchange-inline">These items are paid for on a per each basis and the </del>inspector should <del class="diffchange diffchange-inline">record in a field book when they were </del>installed. <del class="diffchange diffchange-inline">A record </del>should <del class="diffchange diffchange-inline">be made as to which type </del>of <del class="diffchange diffchange-inline">toe wall was used</del>. <del class="diffchange diffchange-inline">These entries should be signed by </del>the <del class="diffchange diffchange-inline">inspector making them</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">Proper installation is important to </ins>the <ins class="diffchange diffchange-inline">long term stability </ins>of <ins class="diffchange diffchange-inline">the flared end section (FES) </ins>and <ins class="diffchange diffchange-inline">they </ins>should be installed and backfilled <ins class="diffchange diffchange-inline">it </ins>the same manner required for the pipe. <ins class="diffchange diffchange-inline">The </ins>inspector should <ins class="diffchange diffchange-inline">ensure the </ins>installed <ins class="diffchange diffchange-inline">FES is properly matched to the surrounding soil grading</ins>. <ins class="diffchange diffchange-inline"> Grading around all FES </ins>should <ins class="diffchange diffchange-inline">slope away from the side </ins>of <ins class="diffchange diffchange-inline">the end section</ins>. <ins class="diffchange diffchange-inline"> When the surrounding soil slopes towards the sides of the end section, it concentrates run off water along </ins>the <ins class="diffchange diffchange-inline">FES which leads to erosion and future maintenance</ins>. <ins class="diffchange diffchange-inline"> </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="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>==732.2 <del class="diffchange diffchange-inline">Material </del>Inspection and Laboratory Testing <del class="diffchange diffchange-inline">for Sec 732</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">For concrete FES, the same mastic used to join pipe sections should also be used to join the FES to the pipe.</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>See [http://<del class="diffchange diffchange-inline">www</del>.<del class="diffchange diffchange-inline">modot</del>.<del class="diffchange diffchange-inline">org</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">SpecbookEPG</del>.pdf<del class="diffchange diffchange-inline">#page=14 </del>Sec 1020] for metal and [http://<del class="diffchange diffchange-inline">www</del>.<del class="diffchange diffchange-inline">modot</del>.<del class="diffchange diffchange-inline">org</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">SpecbookEPG</del>.pdf<del class="diffchange diffchange-inline">#page=14 </del>Sec 1032] for concrete.</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">For FES made of flexible pipe materials such as metal and thermoplastic, care should be taken to ensure the sides of the FES are well compacted. The sides of metal and plastic end sections that are not properly supported are likely to be flimsy and prone to movement that will need future maintenance. </ins></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> </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">Metal FES must be aluminized for Group A pipes. For Group B and C pipes, either zinc or aluminized is acceptable. </ins></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> </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">For metal end sections, care should be taken to ensure the end section has an appropriate connection type per Std. Plan 732.00 that is tight. </ins></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> </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">When jointing a metal FES to thermoplastic pipe, any connection rod or strap used should be placed behind at least one full corrugation. The female bell section does not count as a corrugation. Thermoplastic pipe is flexible and failure to secure the rod or strap behind at least one full corrugation may allow the FES to come loose. Proper installation is essential to ensure that the metal end section stays connected to the pipe and can resist the forces placed on it by flowing water. </ins></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> </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">The toe strip staying embedded is important to the long term performance of the MES. The fill material used around the toe should be well graded and compacted well enough to protect the toe. If scour is observed after installation, corrective measures should be taken. The toe wall is especially important on the outlet end of safety slopes to do the extra force exerted on the bars by the flowing water.</ins></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> </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">Included in [http://www.modot.org/business/standards_and_specs/documents/90230.pdf Std. Plan 732.00] are details for dimensions including closure gaps for installed MES. There may be some variance from those details with thermoplastic pipes due to the thicker wall differences. The standard plan allows for some deviation from the details and judgment should be used to ensure the MES is suitable.</ins></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> </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>==732.2 <ins class="diffchange diffchange-inline">Safety Slope FES==</ins></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">Safety slope FES are used in cases where a FES is within the recovery area and could pose a hazard to the traveling public. Any possible change or substitution during construction involving a safety slope FES should involve the design engineer. </ins></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> </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">==732.3 Tapered Sleeve==</ins></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">A tapered sleeve is used in some cases to adapt a FES to a type of pipe. The tapered sleeves are essentially a metal cone with corrugations on one end to allow the secure attachment of a metal FES. The cone portion must be friction fit into the end piece of pipe, usually using a piece of equipment to secure it. The inspector should check each tapered sleeve to ensure it is not loose. </ins></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> </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">==732.4 Pay==</ins></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">These items are paid for on a unit basis. Payment for any tapered sleeves or other short runs of pipe used as adaptors or for UV protection at an FES are NOT paid for with the FES. Payment for those items is included in the pipe run.</ins></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> </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">FES may be different lengths depending on material type (metal vs. concrete). This different does not affect the pay for either the FES or the pipe run. </ins></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> </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">The contractor may choose to adjust the length of the pipe run to aid in the fitment or grading operations. Approval and payment for this change may be considered at the discretion of the engineer.</ins></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> </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">If the contractor chooses to use a larger size pipe than shown on the plans, any FES used for that pipe should be paid for at the bid price for the smaller size FES originally shown on the plans.</ins></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> </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">==732.5 Construction Records ==</ins></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">The inspector should record in a diary when FES were installed and which type of toe wall was used. </ins></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> </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">==732.6 Materials </ins>Inspection and Laboratory Testing ==</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">These items will be inspected by Construction and Materials and an inspection report will be issued in SiteManager. </ins>See [http://<ins class="diffchange diffchange-inline">modot</ins>.<ins class="diffchange diffchange-inline">mo</ins>.<ins class="diffchange diffchange-inline">gov</ins>/business/standards_and_specs/<ins class="diffchange diffchange-inline">Sec1020</ins>.pdf Sec 1020] for metal and [http://<ins class="diffchange diffchange-inline">modot</ins>.<ins class="diffchange diffchange-inline">mo</ins>.<ins class="diffchange diffchange-inline">gov</ins>/business/standards_and_specs/<ins class="diffchange diffchange-inline">Sec1032</ins>.pdf Sec 1032] for concrete.</div></td></tr>
</table>EPGsysophttps://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&diff=37689&oldid=prevSmithk: updated links2016-06-13T20:05:06Z<p>updated links</p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 20:05, 13 June 2016</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1" >Line 1:</td>
<td colspan="2" class="diff-lineno">Line 1:</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>==732.1 Construction Inspection for [http://modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec0732</del>.pdf Sec 732]==</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>==732.1 Construction Inspection for [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=11 </ins>Sec 732]==</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>Flared end sections are either concrete or metal as required. These items will be inspected by the Division of Construction and Materials and an inspection report will be issued. These items should be installed and backfilled in the same manner required for the pipe. These items are paid for on a per each basis and the inspector should record in a field book when they were installed. A record should be made as to which type of toe wall was used. These entries should be signed by the inspector making them.</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>Flared end sections are either concrete or metal as required. These items will be inspected by the Division of Construction and Materials and an inspection report will be issued. These items should be installed and backfilled in the same manner required for the pipe. These items are paid for on a per each basis and the inspector should record in a field book when they were installed. A record should be made as to which type of toe wall was used. These entries should be signed by the inspector making them.</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>==732.2 Material Inspection and Laboratory Testing for Sec 732==</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>==732.2 Material Inspection and Laboratory Testing for Sec 732==</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>See [http://modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec1020</del>.pdf Sec 1020] for metal and [http://modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec1032</del>.pdf Sec 1032] for concrete.</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 [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=14 </ins>Sec 1020] for metal and [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=14 </ins>Sec 1032] for concrete.</div></td></tr>
</table>Smithkhttps://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&diff=34444&oldid=prevSmithk: /* 732.1 Construction Inspection for Sec 732 */ Per CM, minor correction2014-09-24T16:12:45Z<p><span dir="auto"><span class="autocomment">732.1 Construction Inspection for Sec 732: </span> Per CM, 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;">Revision as of 16:12, 24 September 2014</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1" >Line 1:</td>
<td colspan="2" class="diff-lineno">Line 1:</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>==732.1 Construction Inspection for [http://modot.mo.gov/business/standards_and_specs/Sec0732.pdf Sec 732]==</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>==732.1 Construction Inspection for [http://modot.mo.gov/business/standards_and_specs/Sec0732.pdf Sec 732]==</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>Flared end sections are either concrete or metal as required. These items will be inspected by the Division of Construction and Materials and an inspection report will be issued. These items should be installed and backfilled <del class="diffchange diffchange-inline">it </del>the same manner required for the pipe. These items are paid for on a per each basis and the inspector should record in a field book when they were installed. A record should be made as to which type of toe wall was used. These entries should be signed by the inspector making them.</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>Flared end sections are either concrete or metal as required. These items will be inspected by the Division of Construction and Materials and an inspection report will be issued. These items should be installed and backfilled <ins class="diffchange diffchange-inline">in </ins>the same manner required for the pipe. These items are paid for on a per each basis and the inspector should record in a field book when they were installed. A record should be made as to which type of toe wall was used. These entries should be signed by the inspector making them.</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>==732.2 Material Inspection and Laboratory Testing for Sec 732==</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>==732.2 Material Inspection and Laboratory Testing for Sec 732==</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>See [http://modot.mo.gov/business/standards_and_specs/Sec1020.pdf Sec 1020] for metal and [http://modot.mo.gov/business/standards_and_specs/Sec1032.pdf Sec 1032] for concrete.</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 [http://modot.mo.gov/business/standards_and_specs/Sec1020.pdf Sec 1020] for metal and [http://modot.mo.gov/business/standards_and_specs/Sec1032.pdf Sec 1032] for concrete.</div></td></tr>
</table>Smithkhttps://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&diff=12304&oldid=prevTschid at 19:33, 5 September 20072007-09-05T19:33:21Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 19:33, 5 September 2007</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;"></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>==732.2 Material Inspection and Laboratory Testing for Sec 732==</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>==732.2 Material Inspection and Laboratory Testing for Sec 732==</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>See [http://modot.mo.gov/business/standards_and_specs/Sec1020.pdf Sec 1020] and [http://modot.mo.gov/business/standards_and_specs/Sec1032.pdf Sec 1032].</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 [http://modot.mo.gov/business/standards_and_specs/Sec1020.pdf Sec 1020] <ins class="diffchange diffchange-inline">for metal </ins>and [http://modot.mo.gov/business/standards_and_specs/Sec1032.pdf Sec 1032] <ins class="diffchange diffchange-inline">for concrete</ins>.</div></td></tr>
</table>Tschidhttps://epg.modot.org/index.php?title=Category:732_Flared_End_Sections&diff=12302&oldid=prevTschid at 19:32, 5 September 20072007-09-05T19:32:36Z<p></p>
<p><b>New page</b></p><div>==732.1 Construction Inspection for [http://modot.mo.gov/business/standards_and_specs/Sec0732.pdf Sec 732]==<br />
Flared end sections are either concrete or metal as required. These items will be inspected by the Division of Construction and Materials and an inspection report will be issued. These items should be installed and backfilled it the same manner required for the pipe. These items are paid for on a per each basis and the inspector should record in a field book when they were installed. A record should be made as to which type of toe wall was used. These entries should be signed by the inspector making them.<br />
<br />
==732.2 Material Inspection and Laboratory Testing for Sec 732==<br />
See [http://modot.mo.gov/business/standards_and_specs/Sec1020.pdf Sec 1020] and [http://modot.mo.gov/business/standards_and_specs/Sec1032.pdf Sec 1032].</div>Tschid