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750.7 Non-Hydraulic Considerations - Revision history
2024-03-28T21:00:59Z
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Hoskir: /* 750.7.2 Types */ updated per RR3701
2023-07-17T18:59:40Z
<p><span dir="auto"><span class="autocomment">750.7.2 Types: </span> updated per RR3701</span></p>
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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 18:59, 17 July 2023</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l30" >Line 30:</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>| Reinforced Concrete || Group A Pipe || Group A Pipe</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>| Reinforced Concrete || Group A Pipe || Group A Pipe</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>| Vitrified Clay || ||Group B Pipe </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>| Vitrified Clay || || Group B Pipe </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>|Aluminum Coated Steel|| <del class="diffchange diffchange-inline"> High Density Polyethylene </del>≤60 in. ||<del class="diffchange diffchange-inline">Zinc-Coated Steel </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>| Aluminum Coated Steel || <ins class="diffchange diffchange-inline">Double Wall Polypropylene </ins>≤60 in. ||</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>|Polymer Coated Steel|| <del class="diffchange diffchange-inline">Steel Reinforced </del>Polyethylene ≤60 in. ||<del class="diffchange diffchange-inline">Bituminous</del>-Coated Steel </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>| Polymer Coated Steel || <ins class="diffchange diffchange-inline">High Density </ins>Polyethylene<ins class="diffchange diffchange-inline">, Corrugated </ins>≤60 in. || <ins class="diffchange diffchange-inline">Zinc</ins>-Coated Steel </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>|Aluminum Alloy <del class="diffchange diffchange-inline"> </del>||<del class="diffchange diffchange-inline">rowspan="6" colspan="2"</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>| Aluminum Alloy || <ins class="diffchange diffchange-inline">Steel Reinforced Polyethylene ≤60 in. </ins>|<ins class="diffchange diffchange-inline">| Bituminous-Coated Steel</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="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>|Triple Wall Polypropylene ≤60 in. </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>| Triple Wall Polypropylene ≤60 in. <ins class="diffchange diffchange-inline">|| rowspan="6" colspan="2" |</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="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>|Double Wall Polypropylene ≤30 in</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>| Double Wall Polypropylene ≤30 in<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;"><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>|High Density Polyethylene ≤24 in. <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>| High Density Polyethylene<ins class="diffchange diffchange-inline">, Corrugated </ins>≤24 in. </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>|Steel Reinforced Polyethylene ≤24 in. <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>| Steel Reinforced Polyethylene ≤24 in. </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>|Polyvinyl chloride ≤36 in. <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>| Polyvinyl chloride ≤36 in. </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;"></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 colspan="2" class="diff-lineno" id="mw-diff-left-l52" >Line 52:</td>
<td colspan="2" class="diff-lineno">Line 52:</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>===750.7.2.1 Roadways with ADT > 3500===</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>===750.7.2.1 Roadways with ADT > 3500===</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>For roadways with ADT > 3500, <del class="diffchange diffchange-inline">reinforced concrete </del>pipe will be specified for crossroad structures, except for the following conditions:</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>For roadways with ADT > 3500, <ins class="diffchange diffchange-inline">Group A </ins>pipe will be specified for crossroad structures, except for the following conditions:</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>*Reinforced concrete box culverts are specified when it is more economical to build the reinforced box culvert than it is to provide an equivalent pipe culvert.</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>*Reinforced concrete box culverts are specified when it is more economical to build the reinforced box culvert than it is to provide an equivalent pipe culvert.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l83" >Line 83:</td>
<td colspan="2" class="diff-lineno">Line 83:</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>For roadways, side roads, and entrances with ADT < 1700 Group C pipe should be specified using the same method for corrugated and smooth wall Group B pipe as explained in [[#750.7.2.2 Roadways with ADT ≤ 3500|Roadways with ADT ≤ 3500]]. For information regarding replacement of failed driveway drainage pipes see [[:Category:941 Permits and Access Requests#941.9.8.4 Drainage Structures|EPG 941.9.8.4 Drainage Structures]].</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>For roadways, side roads, and entrances with ADT < 1700 Group C pipe should be specified using the same method for corrugated and smooth wall Group B pipe as explained in [[#750.7.2.2 Roadways with ADT ≤ 3500|Roadways with ADT ≤ 3500]]. For information regarding replacement of failed driveway drainage pipes see [[:Category:941 Permits and Access Requests#941.9.8.4 Drainage Structures|EPG 941.9.8.4 Drainage Structures]].</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>===750.7.2.4 <del class="diffchange diffchange-inline">Other </del>Roadway Drainage Structures===</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>===750.7.2.4 <ins class="diffchange diffchange-inline">Outer </ins>Roadway Drainage Structures===</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>Outer roadway drainage structures shall be selected by ADT as described above. Continuous drainage structures extending under outer roadways are designed to the same standard as required for the portion of the structure under the main roadway. Since a continuous drainage structure usually increases the standard for the portion under the outer roadway, it is usually more economical to use independent structures. Where continuous structures are used, the runoff between the outer roadway and the main roadway is usually carried into the crossroad structure by drop inlets and pipe. Where the crossroad structure is a relatively small pipe, the drop inlet is constructed in the crossroad structure.</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>Outer roadway drainage structures shall be selected by ADT as described above. Continuous drainage structures extending under outer roadways are designed to the same standard as required for the portion of the structure under the main roadway. Since a continuous drainage structure usually increases the standard for the portion under the outer roadway, it is usually more economical to use independent structures. Where continuous structures are used, the runoff between the outer roadway and the main roadway is usually carried into the crossroad structure by drop inlets and pipe. Where the crossroad structure is a relatively small pipe, the drop inlet is constructed in the crossroad structure.</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>
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Hoskir
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=51014&oldid=prev
Smithk: updated several broken links
2022-02-01T17:18:34Z
<p>updated several broken links</p>
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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 17:18, 1 February 2022</td>
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<td colspan="2" class="diff-lineno">Line 321:</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>:1) No guardrail required if [[231.2 Clear Zones|clear zones]] are provided.</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>:1) No guardrail required if [[231.2 Clear Zones|clear zones]] are provided.</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>:2) For smaller box culverts a long span guardrail system as shown 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/60600.pdf </del>Standard Plan 606.00] may be used to eliminate posts over the culvert.</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>:2) For smaller box culverts a long span guardrail system as shown in [<ins class="diffchange diffchange-inline">https</ins>://www.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16856 </ins>Standard Plan 606.00] may be used to eliminate posts over the culvert.</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>Guardrail posts attached to the top slab of the culvert shall have at least a 10” distance between the face of the headwall and the center of the guardrail post.</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>Guardrail posts attached to the top slab of the culvert shall have at least a 10” distance between the face of the headwall and the center of the guardrail post.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l330" >Line 330:</td>
<td colspan="2" class="diff-lineno">Line 330:</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>==750.7.5 Pipe Headwalls==</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>==750.7.5 Pipe Headwalls==</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>Type S pipe headwalls may be used in lieu of drop inlets for median pipes for medians 60 ft. wide or wider. Details for Type S pipe headwalls are shown on [<del class="diffchange diffchange-inline">http</del>://modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/60405.pdf </del>Standard Plan 604.05].</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>Type S pipe headwalls may be used in lieu of drop inlets for median pipes for medians 60 ft. wide or wider. Details for Type S pipe headwalls are shown on [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16844 </ins>Standard Plan 604.05].</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>==750.7.6 End Treatment==</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>==750.7.6 End Treatment==</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l353" >Line 353:</td>
<td colspan="2" class="diff-lineno">Line 353:</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>===750.7.6.1 Flared End Sections===</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>===750.7.6.1 Flared End Sections===</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 may be used on concrete, metal, or plastic pipes as shown on [<del class="diffchange diffchange-inline">http</del>://modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/73200.pdf </del>Standard Plan 732.00]. Where flared end sections are used on skewed pipe, the section is placed on the same line as the pipe and the fill slope is warped to fit.</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 may be used on concrete, metal, or plastic pipes as shown on [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16975 </ins>Standard Plan 732.00]. Where flared end sections are used on skewed pipe, the section is placed on the same line as the pipe and the fill slope is warped to fit.</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>===750.7.6.2 Beveled Pipe End Treatment===</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>===750.7.6.2 Beveled Pipe End Treatment===</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>Beveled pipe end treatment may be used on either corrugated metal or plastic pipes as shown on [<del class="diffchange diffchange-inline">http</del>://modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/73205.pdf </del>Standard Plan 732.05]. All beveled pipes use encasement. Corrugated steel pipe-arches are not beveled. In general, the bevel should not be flatter than 1V:6H nor should the skew exceed 15 degrees. If these controls are exceeded, special consideration is given to the use of headwalls, riprap, or slope pavement to stiffen the structure against uneven loading from the embankment and the dynamic forces of the water. Proposed designs for these conditions are submitted to the Support Center for approval.</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>Beveled pipe end treatment may be used on either corrugated metal or plastic pipes as shown on [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16976 </ins>Standard Plan 732.05]. All beveled pipes use encasement. Corrugated steel pipe-arches are not beveled. In general, the bevel should not be flatter than 1V:6H nor should the skew exceed 15 degrees. If these controls are exceeded, special consideration is given to the use of headwalls, riprap, or slope pavement to stiffen the structure against uneven loading from the embankment and the dynamic forces of the water. Proposed designs for these conditions are submitted to the Support Center for approval.</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>===750.7.6.3 Safety Slope End Sections===</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>===750.7.6.3 Safety Slope End Sections===</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>Safety slope end sections are used to reduce the potential for vehicle snagging. End sections with two types of safety treatment for 1V:4H, 1V:6H and 1V:10H slopes are shown in [<del class="diffchange diffchange-inline">http</del>://modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/73210.pdf </del>Standard Plan 732.10]. The 2B (Summary of Quantities) sheet should indicate the slope of the end section and whether the end section is for a crossroad or parallel drainage structure.</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>Safety slope end sections are used to reduce the potential for vehicle snagging. End sections with two types of safety treatment for 1V:4H, 1V:6H and 1V:10H slopes are shown in [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16977 </ins>Standard Plan 732.10]. The 2B (Summary of Quantities) sheet should indicate the slope of the end section and whether the end section is for a crossroad or parallel drainage structure.</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>===750.7.6.4 Floodgates===</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>===750.7.6.4 Floodgates===</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l462" >Line 462:</td>
<td colspan="2" class="diff-lineno">Line 462:</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>==750.7.17 Slotted Drains==</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>==750.7.17 Slotted Drains==</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>Slotted drains may be used to assist in drainage across entrances or very short sections of the roadway edge. Consistent hydraulic characteristics are not available, so slotted drains should not be expected to completely drain a pavement area. Chapter 4 of the FHWA Hydraulic Engineering Circular 22, "HEC-22 Urban Drainage Design" provides guidance for the design of slotted drains. The plans provide for the contractor to select among different styles of slotted drains (See [<del class="diffchange diffchange-inline">http</del>://modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/60470.pdf </del>Standard Plan 604.70]). The diameter of pipe and length of slotted drain are specified in the plans.</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>Slotted drains may be used to assist in drainage across entrances or very short sections of the roadway edge. Consistent hydraulic characteristics are not available, so slotted drains should not be expected to completely drain a pavement area. Chapter 4 of the FHWA Hydraulic Engineering Circular 22, "HEC-22 Urban Drainage Design" provides guidance for the design of slotted drains. The plans provide for the contractor to select among different styles of slotted drains (See [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16854 </ins>Standard Plan 604.70]). The diameter of pipe and length of slotted drain are specified in the plans.</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;"></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;"></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>[[Category:750 Hydraulic Analysis]]</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>[[Category:750 Hydraulic Analysis]]</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=51013&oldid=prev
Smithk: /* 750.7.2.2 Roadways with ADT ≤ 3500 */
2022-02-01T17:13:53Z
<p><span dir="auto"><span class="autocomment">750.7.2.2 Roadways with ADT ≤ 3500</span></span></p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 17:13, 1 February 2022</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l78" >Line 78:</td>
<td colspan="2" class="diff-lineno">Line 78:</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>Pipes of 12 in. and 15 in. are not used for crossroad culverts, except where the use of an 18 in. pipe will create an unsightly or impracticable drainage condition.</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>Pipes of 12 in. and 15 in. are not used for crossroad culverts, except where the use of an 18 in. pipe will create an unsightly or impracticable drainage condition.</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>Corrugated polyethylene pipe (Type S) and polyvinyl chloride pipe are double walled, full circular cross section pipes, with an outer corrugated wall and a smooth inner liner. Only 12 to 60 in. diameter sizes of corrugated polyethylene, or 12 to 48 in. diameter sizes of PVC pipe, are approved for use on highway projects. Corrugations may be either annular or helical. Headwall protection is provided by means of a beveled pipe end treatment, safety slope end section, or metal or concrete flared end sections. [<del class="diffchange diffchange-inline">http</del>://modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business/standards_and_specs/Sec0728.pdf </del>Section 728] of the Standard Specifications require all PVC pipes to have an end section of one of the other Group B pipe materials to protect from ultraviolet degradation where the end of the pipe is exposed.</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>Corrugated polyethylene pipe (Type S) and polyvinyl chloride pipe are double walled, full circular cross section pipes, with an outer corrugated wall and a smooth inner liner. Only 12 to 60 in. diameter sizes of corrugated polyethylene, or 12 to 48 in. diameter sizes of PVC pipe, are approved for use on highway projects. Corrugations may be either annular or helical. Headwall protection is provided by means of a beveled pipe end treatment, safety slope end section, or metal or concrete flared end sections. [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">missouri-standard-specifications-highway-construction </ins>Section 728] of the Standard Specifications require all PVC pipes to have an end section of one of the other Group B pipe materials to protect from ultraviolet degradation where the end of the pipe is exposed.</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>===750.7.2.3 Roadways and Roadside Applications with ADT < 1700===</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>===750.7.2.3 Roadways and Roadside Applications with ADT < 1700===</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=51012&oldid=prev
Smithk: /* 750.7.3 Environmental Requirements */
2022-02-01T17:10:51Z
<p><span dir="auto"><span class="autocomment">750.7.3 Environmental Requirements</span></span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
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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 17:10, 1 February 2022</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l104" >Line 104:</td>
<td colspan="2" class="diff-lineno">Line 104:</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>==750.7.3 Environmental Requirements==</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>==750.7.3 Environmental Requirements==</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>[https://epg.modot.org/index.php?title=127.4_Wetlands_and_Streams#127.4.1.<del class="diffchange diffchange-inline">1__Overview </del>Waters of the United States] are under the jurisdiction of the U.S. Army Corps of Engineers (COE) which has implemented a [http://usace.contentdm.oclc.org/utils/getfile/collection/p16021coll11/id/2654 Regional Condition], affecting new and replacement culverts, to [[127.4 Wetlands and Streams|Section 404 Nationwide Permits]] (all Nationwide Permits including NWP 14, Linear Transportation Projects and NWP 3, Maintenance Activities) for Missouri. </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>[https://epg.modot.org/index.php?title=127.4_Wetlands_and_Streams#127.4.1.<ins class="diffchange diffchange-inline">1_Overview </ins>Waters of the United States] are under the jurisdiction of the U.S. Army Corps of Engineers (COE) which has implemented a [http://usace.contentdm.oclc.org/utils/getfile/collection/p16021coll11/id/2654 Regional Condition], affecting new and replacement culverts, to [[127.4 Wetlands and Streams|Section 404 Nationwide Permits]] (all Nationwide Permits including NWP 14, Linear Transportation Projects and NWP 3, Maintenance Activities) for Missouri. </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>If meeting the requirements of the Regional Condition is not feasible, or requires unreasonable measures or expense, a waiver can be requested from the COE. For more information, or to request a waiver, contact a Wetlands Specialist in the [https://modotgov.sharepoint.com/sites/DE/SitePages/Environmental-&-Historic-Preservation.aspx Environmental Section] of the Design Division.</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>If meeting the requirements of the Regional Condition is not feasible, or requires unreasonable measures or expense, a waiver can be requested from the COE. For more information, or to request a waiver, contact a Wetlands Specialist in the [https://modotgov.sharepoint.com/sites/DE/SitePages/Environmental-&-Historic-Preservation.aspx Environmental Section] of the Design Division.</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=50857&oldid=prev
Smithk: updating broken BR division links
2021-12-17T20:56:51Z
<p>updating broken BR division 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 20:56, 17 December 2021</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l310" >Line 310:</td>
<td colspan="2" class="diff-lineno">Line 310:</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>:* [https://epg.modot.org/index.php?title=748.2_Roadway_Design_Criteria#748.2.3_Overtopping_Flood Overtopping Flood] discharge and frequency.</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>:* [https://epg.modot.org/index.php?title=748.2_Roadway_Design_Criteria#748.2.3_Overtopping_Flood Overtopping Flood] discharge and frequency.</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>Multiple cell box structures for drainage areas of 1000 acres and under require that the final plans be done by Bridge Division. Where such plans are required, [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">wwwi</del>/<del class="diffchange diffchange-inline">intranet</del>/br<del class="diffchange diffchange-inline">/default.htm </del>Bridge Division] shall be furnished with the grade across the structure, typical section, and any other necessary 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>Multiple cell box structures for drainage areas of 1000 acres and under require that the final plans be done by Bridge Division. Where such plans are required, [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">modotgov.sharepoint.com</ins>/<ins class="diffchange diffchange-inline">sites</ins>/br Bridge Division] shall be furnished with the grade across the structure, typical section, and any other necessary 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>===750.7.4.4 Size===</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>===750.7.4.4 Size===</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l386" >Line 386:</td>
<td colspan="2" class="diff-lineno">Line 386:</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>==750.7.8 Fill Settlements==</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>==750.7.8 Fill Settlements==</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>Fill settlements can seriously affect concrete box structures by opening joints and cracks sufficiently to allow the fill around the culvert to infiltrate into the culvert, thereby creating voids which can cause the roadbed to fail. In areas subject to large settlements, other structure types are considered or the box culvert is designed to withstand the settlement. This requires special box culvert designs and where box culverts are to be so designed, [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">wwwi</del>/<del class="diffchange diffchange-inline">intranet</del>/br<del class="diffchange diffchange-inline">/default.htm </del>Bridge Division] is furnished with full information, including culvert sections, grades, and anticipated settlement. Box culverts with special collars around joints have been successfully designed and used in areas subject to large fill settlements. Since such structures are expensive, it is sometimes more economical to use other structure types, such as flexible pipe.</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>Fill settlements can seriously affect concrete box structures by opening joints and cracks sufficiently to allow the fill around the culvert to infiltrate into the culvert, thereby creating voids which can cause the roadbed to fail. In areas subject to large settlements, other structure types are considered or the box culvert is designed to withstand the settlement. This requires special box culvert designs and where box culverts are to be so designed, [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">modotgov.sharepoint.com</ins>/<ins class="diffchange diffchange-inline">sites</ins>/br Bridge Division] is furnished with full information, including culvert sections, grades, and anticipated settlement. Box culverts with special collars around joints have been successfully designed and used in areas subject to large fill settlements. Since such structures are expensive, it is sometimes more economical to use other structure types, such as flexible pipe.</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>==750.7.9 Camber in Culverts==</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>==750.7.9 Camber in Culverts==</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l392" >Line 392:</td>
<td colspan="2" class="diff-lineno">Line 392:</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>==750.7.10 Culvert Extensions==</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>==750.7.10 Culvert Extensions==</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>All culvert extensions, both boxes and pipes, are extended with structures meeting current design requirements and standards, regardless of the type of standard of the existing structure. Pipe collars, as detailed on [https://www.modot.org/media/16853 Standard Plan 604.40], are used to connect different types of pipe, and concrete pipe to concrete pipe. For extension of box culverts [https://epg.modot.org/index.php?title=751.8_LRFD_Concrete_Box_Culverts#751.8.3.4_Miscellaneous EPG 751.8.3.4 Miscellaneous, Culvert Extensions]. Additional fills on existing box culverts may require a structural analysis of the existing structure by the Bridge Division. If so, [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">wwwi</del>/<del class="diffchange diffchange-inline">intranet</del>/br<del class="diffchange diffchange-inline">/default.htm </del>Bridge Division] is furnished a print of the completed culvert section and the standard to which the existing structure was designed, if known, for their use in making the analysis.</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>All culvert extensions, both boxes and pipes, are extended with structures meeting current design requirements and standards, regardless of the type of standard of the existing structure. Pipe collars, as detailed on [https://www.modot.org/media/16853 Standard Plan 604.40], are used to connect different types of pipe, and concrete pipe to concrete pipe. For extension of box culverts [https://epg.modot.org/index.php?title=751.8_LRFD_Concrete_Box_Culverts#751.8.3.4_Miscellaneous EPG 751.8.3.4 Miscellaneous, Culvert Extensions]. Additional fills on existing box culverts may require a structural analysis of the existing structure by the Bridge Division. If so, [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">modotgov.sharepoint.com</ins>/<ins class="diffchange diffchange-inline">sites</ins>/br Bridge Division] is furnished a print of the completed culvert section and the standard to which the existing structure was designed, if known, for their use in making the analysis.</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>The unit cost for pipe or box extensions is typically greater than the unit cost for new construction of pipe or box culverts.</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 unit cost for pipe or box extensions is typically greater than the unit cost for new construction of pipe or box culverts.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l423" >Line 423:</td>
<td colspan="2" class="diff-lineno">Line 423:</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>===750.7.11.3 Maximum Fill Heights===</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>===750.7.11.3 Maximum Fill Heights===</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>====750.7.11.3.1 Box Culverts====</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>====750.7.11.3.1 Box Culverts====</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>For design fill heights of less than 1 ft. or exceeding 50 ft., a special design request is made to [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">wwwi</del>/<del class="diffchange diffchange-inline">intranet</del>/br<del class="diffchange diffchange-inline">/default.htm </del>Bridge Division]. A plat showing the culvert location and a cross section at the culvert location should be provided with the request. A special sheet with structural details will be returned to the district. Input on pay item quantities will also be provided.</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>For design fill heights of less than 1 ft. or exceeding 50 ft., a special design request is made to [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">modotgov.sharepoint.com</ins>/<ins class="diffchange diffchange-inline">sites</ins>/br Bridge Division]. A plat showing the culvert location and a cross section at the culvert location should be provided with the request. A special sheet with structural details will be returned to the district. Input on pay item quantities will also be provided.</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>====750.7.11.3.2 Pipes====</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>====750.7.11.3.2 Pipes====</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=50732&oldid=prev
Smithk: /* 750.7.3 Environmental Requirements */ updated link
2021-11-24T18:09:16Z
<p><span dir="auto"><span class="autocomment">750.7.3 Environmental Requirements: </span> updated link</span></p>
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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 18:09, 24 November 2021</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l106" >Line 106:</td>
<td colspan="2" class="diff-lineno">Line 106:</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>[https://epg.modot.org/index.php?title=127.4_Wetlands_and_Streams#127.4.1.1__Overview Waters of the United States] are under the jurisdiction of the U.S. Army Corps of Engineers (COE) which has implemented a [http://usace.contentdm.oclc.org/utils/getfile/collection/p16021coll11/id/2654 Regional Condition], affecting new and replacement culverts, to [[127.4 Wetlands and Streams|Section 404 Nationwide Permits]] (all Nationwide Permits including NWP 14, Linear Transportation Projects and NWP 3, Maintenance Activities) for Missouri. </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>[https://epg.modot.org/index.php?title=127.4_Wetlands_and_Streams#127.4.1.1__Overview Waters of the United States] are under the jurisdiction of the U.S. Army Corps of Engineers (COE) which has implemented a [http://usace.contentdm.oclc.org/utils/getfile/collection/p16021coll11/id/2654 Regional Condition], affecting new and replacement culverts, to [[127.4 Wetlands and Streams|Section 404 Nationwide Permits]] (all Nationwide Permits including NWP 14, Linear Transportation Projects and NWP 3, Maintenance Activities) for Missouri. </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>If meeting the requirements of the Regional Condition is not feasible, or requires unreasonable measures or expense, a waiver can be requested from the COE. For more information, or to request a waiver, contact a Wetlands Specialist in the [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">sp</del>/sites/<del class="diffchange diffchange-inline">de/environmental_historic_pres</del>/SitePages/<del class="diffchange diffchange-inline">Home</del>.aspx Environmental Section] of the Design Division.</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>If meeting the requirements of the Regional Condition is not feasible, or requires unreasonable measures or expense, a waiver can be requested from the COE. For more information, or to request a waiver, contact a Wetlands Specialist in the [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">modotgov.sharepoint.com</ins>/sites/<ins class="diffchange diffchange-inline">DE</ins>/SitePages/<ins class="diffchange diffchange-inline">Environmental-&-Historic-Preservation</ins>.aspx Environmental Section] of the Design Division.</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><center> </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><center> </div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=50678&oldid=prev
Smithk: Updated broken standard plan links
2021-11-18T20:49:24Z
<p>Updated broken standard plan 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 20:49, 18 November 2021</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l392" >Line 392:</td>
<td colspan="2" class="diff-lineno">Line 392:</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>==750.7.10 Culvert Extensions==</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>==750.7.10 Culvert Extensions==</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>All culvert extensions, both boxes and pipes, are extended with structures meeting current design requirements and standards, regardless of the type of standard of the existing structure. Pipe collars, as detailed on [<del class="diffchange diffchange-inline">http</del>://modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/60440.pdf </del>Standard Plan 604.40], are used to connect different types of pipe, and concrete pipe to concrete pipe. For extension of box culverts [https://epg.modot.org/index.php?title=751.8_LRFD_Concrete_Box_Culverts#751.8.3.4_Miscellaneous EPG 751.8.3.4 Miscellaneous, Culvert Extensions]. Additional fills on existing box culverts may require a structural analysis of the existing structure by the Bridge Division. If so, [http://wwwi/intranet/br/default.htm Bridge Division] is furnished a print of the completed culvert section and the standard to which the existing structure was designed, if known, for their use in making the analysis.</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>All culvert extensions, both boxes and pipes, are extended with structures meeting current design requirements and standards, regardless of the type of standard of the existing structure. Pipe collars, as detailed on [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16853 </ins>Standard Plan 604.40], are used to connect different types of pipe, and concrete pipe to concrete pipe. For extension of box culverts [https://epg.modot.org/index.php?title=751.8_LRFD_Concrete_Box_Culverts#751.8.3.4_Miscellaneous EPG 751.8.3.4 Miscellaneous, Culvert Extensions]. Additional fills on existing box culverts may require a structural analysis of the existing structure by the Bridge Division. If so, [http://wwwi/intranet/br/default.htm Bridge Division] is furnished a print of the completed culvert section and the standard to which the existing structure was designed, if known, for their use in making the analysis.</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>The unit cost for pipe or box extensions is typically greater than the unit cost for new construction of pipe or box culverts.</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 unit cost for pipe or box extensions is typically greater than the unit cost for new construction of pipe or box culverts.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l450" >Line 450:</td>
<td colspan="2" class="diff-lineno">Line 450:</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>==750.7.15 Connections==</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>==750.7.15 Connections==</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 plans provide for connecting new structures to existing structures, and connecting different types of new structures. The plans do not include an item for the connection of pipes to existing manholes, box culverts, drop inlets or sewer pipes. The plans do include the pipe collar item for connecting different types of pipe or different sizes of pipes. Details for pipe collars are shown on [<del class="diffchange diffchange-inline">http</del>://modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/60440.pdf </del>Standard Plan 604.40].</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 plans provide for connecting new structures to existing structures, and connecting different types of new structures. The plans do not include an item for the connection of pipes to existing manholes, box culverts, drop inlets or sewer pipes. The plans do include the pipe collar item for connecting different types of pipe or different sizes of pipes. Details for pipe collars are shown on [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www.</ins>modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16853 </ins>Standard Plan 604.40].</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>==750.7.16 Culvert Cleanout==</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>==750.7.16 Culvert Cleanout==</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=50375&oldid=prev
Smithk: Updated website links for increased security
2021-10-25T14:27:29Z
<p>Updated website links for increased security</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 14:27, 25 October 2021</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l104" >Line 104:</td>
<td colspan="2" class="diff-lineno">Line 104:</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>==750.7.3 Environmental Requirements==</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>==750.7.3 Environmental Requirements==</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>[<del class="diffchange diffchange-inline">http</del>://epg.modot.org/index.php?title=127.4_Wetlands_and_Streams#127.4.1.1__Overview Waters of the United States] are under the jurisdiction of the U.S. Army Corps of Engineers (COE) which has implemented a [http://usace.contentdm.oclc.org/utils/getfile/collection/p16021coll11/id/2654 Regional Condition], affecting new and replacement culverts, to [[127.4 Wetlands and Streams|Section 404 Nationwide Permits]] (all Nationwide Permits including NWP 14, Linear Transportation Projects and NWP 3, Maintenance Activities) for Missouri. </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">https</ins>://epg.modot.org/index.php?title=127.4_Wetlands_and_Streams#127.4.1.1__Overview Waters of the United States] are under the jurisdiction of the U.S. Army Corps of Engineers (COE) which has implemented a [http://usace.contentdm.oclc.org/utils/getfile/collection/p16021coll11/id/2654 Regional Condition], affecting new and replacement culverts, to [[127.4 Wetlands and Streams|Section 404 Nationwide Permits]] (all Nationwide Permits including NWP 14, Linear Transportation Projects and NWP 3, Maintenance Activities) for Missouri. </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>If meeting the requirements of the Regional Condition is not feasible, or requires unreasonable measures or expense, a waiver can be requested from the COE. For more information, or to request a waiver, contact a Wetlands Specialist in the [http://sp/sites/de/environmental_historic_pres/SitePages/Home.aspx Environmental Section] of the Design Division.</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>If meeting the requirements of the Regional Condition is not feasible, or requires unreasonable measures or expense, a waiver can be requested from the COE. For more information, or to request a waiver, contact a Wetlands Specialist in the [http://sp/sites/de/environmental_historic_pres/SitePages/Home.aspx Environmental Section] of the Design Division.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l306" >Line 306:</td>
<td colspan="2" class="diff-lineno">Line 306:</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>:* [[#750.7.4.4 Size|Box Culvert Size]]</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>:* [[#750.7.4.4 Size|Box Culvert Size]]</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>:* Drainage Area</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>:* Drainage Area</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">http</del>://epg.modot.mo.gov/index.php?title=748.6_High_Water_Surface_Elevation Base Flood Elevation], discharge, [[748.4 Headwater and Backwater|backwater]] and culvert outlet velocity.</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">https</ins>://epg.modot.mo.gov/index.php?title=748.6_High_Water_Surface_Elevation Base Flood Elevation], discharge, [[748.4 Headwater and Backwater|backwater]] and culvert outlet velocity.</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">http</del>://epg.modot.org/index.php?title=748.6_High_Water_Surface_Elevation#748.6.1_Design_Flood_Elevation Design Flood Elevation], [<del class="diffchange diffchange-inline">http</del>://epg.modot.org/index.php?title=Category:749_Hydrologic_Analysis#749.2.1_Design_Frequency_Criteria Design Frequency] and discharge.</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">https</ins>://epg.modot.org/index.php?title=748.6_High_Water_Surface_Elevation#748.6.1_Design_Flood_Elevation Design Flood Elevation], [<ins class="diffchange diffchange-inline">https</ins>://epg.modot.org/index.php?title=Category:749_Hydrologic_Analysis#749.2.1_Design_Frequency_Criteria Design Frequency] and discharge.</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">http</del>://epg.modot.org/index.php?title=748.2_Roadway_Design_Criteria#748.2.3_Overtopping_Flood Overtopping Flood] discharge and frequency.</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">https</ins>://epg.modot.org/index.php?title=748.2_Roadway_Design_Criteria#748.2.3_Overtopping_Flood Overtopping Flood] discharge and frequency.</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>Multiple cell box structures for drainage areas of 1000 acres and under require that the final plans be done by Bridge Division. Where such plans are required, [http://wwwi/intranet/br/default.htm Bridge Division] shall be furnished with the grade across the structure, typical section, and any other necessary 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>Multiple cell box structures for drainage areas of 1000 acres and under require that the final plans be done by Bridge Division. Where such plans are required, [http://wwwi/intranet/br/default.htm Bridge Division] shall be furnished with the grade across the structure, typical section, and any other necessary information.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l392" >Line 392:</td>
<td colspan="2" class="diff-lineno">Line 392:</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>==750.7.10 Culvert Extensions==</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>==750.7.10 Culvert Extensions==</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>All culvert extensions, both boxes and pipes, are extended with structures meeting current design requirements and standards, regardless of the type of standard of the existing structure. Pipe collars, as detailed on [http://modot.mo.gov/business/standards_and_specs/documents/60440.pdf Standard Plan 604.40], are used to connect different types of pipe, and concrete pipe to concrete pipe. For extension of box culverts [<del class="diffchange diffchange-inline">http</del>://epg.modot.org/index.php?title=751.8_LRFD_Concrete_Box_Culverts#751.8.3.4_Miscellaneous EPG 751.8.3.4 Miscellaneous, Culvert Extensions]. Additional fills on existing box culverts may require a structural analysis of the existing structure by the Bridge Division. If so, [http://wwwi/intranet/br/default.htm Bridge Division] is furnished a print of the completed culvert section and the standard to which the existing structure was designed, if known, for their use in making the analysis.</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>All culvert extensions, both boxes and pipes, are extended with structures meeting current design requirements and standards, regardless of the type of standard of the existing structure. Pipe collars, as detailed on [http://modot.mo.gov/business/standards_and_specs/documents/60440.pdf Standard Plan 604.40], are used to connect different types of pipe, and concrete pipe to concrete pipe. For extension of box culverts [<ins class="diffchange diffchange-inline">https</ins>://epg.modot.org/index.php?title=751.8_LRFD_Concrete_Box_Culverts#751.8.3.4_Miscellaneous EPG 751.8.3.4 Miscellaneous, Culvert Extensions]. Additional fills on existing box culverts may require a structural analysis of the existing structure by the Bridge Division. If so, [http://wwwi/intranet/br/default.htm Bridge Division] is furnished a print of the completed culvert section and the standard to which the existing structure was designed, if known, for their use in making the analysis.</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>The unit cost for pipe or box extensions is typically greater than the unit cost for new construction of pipe or box culverts.</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 unit cost for pipe or box extensions is typically greater than the unit cost for new construction of pipe or box culverts.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l417" >Line 417:</td>
<td colspan="2" class="diff-lineno">Line 417:</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>For standard concrete box culverts if design fill is between tabulated design fills, use the next greater tabulated design fill, except for design fills between 2 ft. and 4 feet. For design fills between 2 ft. and 4 ft. use the greater member thickness, area of reinforcement and bar dimensions from the 2 ft. and 4 ft. tabulated design fills. For pipe culverts where the fill height is between values tabulated for design, the design fill height is taken to the next increment requiring the higher design. Pipe culverts are designed throughout their length for the maximum design condition except in the case of structural plate pipe.</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>For standard concrete box culverts if design fill is between tabulated design fills, use the next greater tabulated design fill, except for design fills between 2 ft. and 4 feet. For design fills between 2 ft. and 4 ft. use the greater member thickness, area of reinforcement and bar dimensions from the 2 ft. and 4 ft. tabulated design fills. For pipe culverts where the fill height is between values tabulated for design, the design fill height is taken to the next increment requiring the higher design. Pipe culverts are designed throughout their length for the maximum design condition except in the case of structural plate pipe.</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>A single fill height, representing the maximum height of fill over the culvert, can be used for most box culverts. Additional fill heights may be used for longer culverts, as described in [<del class="diffchange diffchange-inline">http</del>://epg.modot.org/index.php?title=751.8_LRFD_Concrete_Box_Culverts#751.8.2.2_Design_Fill EPG 751.8.2.2 Design Fill]. Generally, no more than two or three fill heights should be required. When multiple fill heights are used, consideration should be given to the potential for future widening of the roadbed.</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>A single fill height, representing the maximum height of fill over the culvert, can be used for most box culverts. Additional fill heights may be used for longer culverts, as described in [<ins class="diffchange diffchange-inline">https</ins>://epg.modot.org/index.php?title=751.8_LRFD_Concrete_Box_Culverts#751.8.2.2_Design_Fill EPG 751.8.2.2 Design Fill]. Generally, no more than two or three fill heights should be required. When multiple fill heights are used, consideration should be given to the potential for future widening of the roadbed.</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>Design fill heights for all pipe culverts specified by "Group" are shown on the "B" sheets. The allowable overfill heights for corrugated metal pipe-arches and structural plate pipes are tabulated in [[Media:750.7 Overfill Corrugated Metal Pipe-Arches.pdf|Allowable Overfills for Corrugated Metal Pipe-Arches]] and [[Media:750.7 Overfill Structural Plate Pipe.pdf|Allowable Overfills for Structural Plate Pipe]]. These overfill heights indicate both a minimum and a maximum, neither of which should be exceeded. If overfill heights exceed the range shown, a different gage may be necessary and a special design is requested from the Central Office. A special design is also requested for pipe-arches of a size not listed in [[Media:750.7 Overfill Corrugated Metal Pipe-Arches.pdf|Allowable Overfills for Corrugated Metal Pipe-Arches]]. If a different gage is necessary, the plans specify the gage required. Where overfill heights are greater than shown in the figure, consideration should be given to round pipe. The gage for structural plate pipe is specified on the plans and may be changed throughout the length of the structure, where economically feasible, dependent on the fill heights in accordance with [[Media:750.7 Overfill Structural Plate Pipe.pdf|Allowable Overfills for Structural Plate Pipe]].</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>Design fill heights for all pipe culverts specified by "Group" are shown on the "B" sheets. The allowable overfill heights for corrugated metal pipe-arches and structural plate pipes are tabulated in [[Media:750.7 Overfill Corrugated Metal Pipe-Arches.pdf|Allowable Overfills for Corrugated Metal Pipe-Arches]] and [[Media:750.7 Overfill Structural Plate Pipe.pdf|Allowable Overfills for Structural Plate Pipe]]. These overfill heights indicate both a minimum and a maximum, neither of which should be exceeded. If overfill heights exceed the range shown, a different gage may be necessary and a special design is requested from the Central Office. A special design is also requested for pipe-arches of a size not listed in [[Media:750.7 Overfill Corrugated Metal Pipe-Arches.pdf|Allowable Overfills for Corrugated Metal Pipe-Arches]]. If a different gage is necessary, the plans specify the gage required. Where overfill heights are greater than shown in the figure, consideration should be given to round pipe. The gage for structural plate pipe is specified on the plans and may be changed throughout the length of the structure, where economically feasible, dependent on the fill heights in accordance with [[Media:750.7 Overfill Structural Plate Pipe.pdf|Allowable Overfills for Structural Plate Pipe]].</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=49709&oldid=prev
Smithk: /* 750.7.4.1 Standard Plans */ Per BR, minor clarification to accommodate new Std Plan 504.00
2021-06-28T19:43:33Z
<p><span dir="auto"><span class="autocomment">750.7.4.1 Standard Plans: </span> Per BR, minor clarification to accommodate new Std Plan 504.00</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 19:43, 28 June 2021</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l186" >Line 186:</td>
<td colspan="2" class="diff-lineno">Line 186:</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>===750.7.4.1 Standard Plans===</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>===750.7.4.1 Standard Plans===</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>HL-93 design loading <del class="diffchange diffchange-inline">is </del>used for all culverts<del class="diffchange diffchange-inline">, including those located in commercial zones, at major river crossings and </del>on <del class="diffchange diffchange-inline">NHS routes. All box culverts shown in </del>the <del class="diffchange diffchange-inline">standard plans are valid for 1 ft. thru 50 ft. </del>[[#750.7.11.2 Design Fill Heights|design fill heights]]. </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">The standard plans were designed for the </ins>HL-93 design loading<ins class="diffchange diffchange-inline">. The standard plans may be </ins>used for all culverts on the <ins class="diffchange diffchange-inline">state system with </ins>[[#750.7.11.2 Design Fill Heights|design fill heights]] <ins class="diffchange diffchange-inline">of one foot thru 50 feet</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;"><div><center></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><center></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>
</table>
Smithk
https://epg.modot.org/index.php?title=750.7_Non-Hydraulic_Considerations&diff=48816&oldid=prev
Smithk: /* 750.7.4.1 Standard Plans */ updated std plan links
2020-12-30T18:46:25Z
<p><span dir="auto"><span class="autocomment">750.7.4.1 Standard Plans: </span> updated std plan links</span></p>
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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 18:46, 30 December 2020</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l193" >Line 193:</td>
<td colspan="2" class="diff-lineno">Line 193:</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>! colspan="2" style="background:#BEBEBE"|General Details</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>! colspan="2" style="background:#BEBEBE"|General Details</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>|Wing J-bars & Wing Backfill Slopes ||width="100"|[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70337.pdf </del>703.37]</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>|Wing J-bars & Wing Backfill Slopes ||width="100"|[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16943 </ins>703.37]</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>|Cutting Details for Partial Removal ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70338.pdf </del>703.38]</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>|Cutting Details for Partial Removal ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16944 </ins>703.38]</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>|Pipe Inlets ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70360.pdf </del>703.60]</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>|Pipe Inlets ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16954 </ins>703.60]</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>|Bar Supports for Concrete ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70635.pdf </del>706.35]</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>|Bar Supports for Concrete ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16963 </ins>706.35]</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;"></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 colspan="2" class="diff-lineno" id="mw-diff-left-l207" >Line 207:</td>
<td colspan="2" class="diff-lineno">Line 207:</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>! style="background:#BEBEBE"|Culvert Details||style="background:#BEBEBE"| Single Box||style="background:#BEBEBE"| Double Box|| style="background:#BEBEBE"| Triple Box</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>! style="background:#BEBEBE"|Culvert Details||style="background:#BEBEBE"| Single Box||style="background:#BEBEBE"| Double Box|| style="background:#BEBEBE"| Triple Box</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>|Square - Straight Wings||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70310.pdf </del>703.10] || [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70340.pdf </del>703.40] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business/standards_and_specs/documents</del>/<del class="diffchange diffchange-inline">70380.pdf </del>703.80]</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>|Square - Straight Wings||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16931 </ins>703.10] || [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16945 </ins>703.40] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16955 </ins>703.80]</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>|Square - Flared Wings ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70311.pdf </del>703.11] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70341.pdf </del>703.41] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business/standards_and_specs/documents</del>/<del class="diffchange diffchange-inline">70381.pdf </del>703.81] </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>|Square - Flared Wings ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16933 </ins>703.11] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16946 </ins>703.41] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16956 </ins>703.81] </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>|Left Ahead - Straight Wings ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70312.pdf </del>703.12] || [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70342.pdf </del>703.42] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business/standards_and_specs/documents</del>/<del class="diffchange diffchange-inline">70382.pdf </del>703.82]</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>|Left Ahead - Straight Wings ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16934 </ins>703.12] || [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16947 </ins>703.42] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16957 </ins>703.82]</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>|Left Ahead - Flared Wings ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70313.pdf </del>703.13] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70343.pdf </del>703.43] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business/standards_and_specs/documents</del>/<del class="diffchange diffchange-inline">70383.pdf </del>703.83]</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>|Left Ahead - Flared Wings ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16936 </ins>703.13] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16948 </ins>703.43] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16958 </ins>703.83]</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>|Right Ahead - Straight Wings ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70314.pdf </del>703.14] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70344.pdf </del>703.44] || [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business/standards_and_specs/documents</del>/<del class="diffchange diffchange-inline">70384.pdf </del>703.84] </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>|Right Ahead - Straight Wings ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16937 </ins>703.14] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16950 </ins>703.44] || [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16959 </ins>703.84] </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>|Right Ahead - Flared Wings ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70315.pdf </del>703.15] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70345.pdf </del>703.45] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business/standards_and_specs/documents</del>/<del class="diffchange diffchange-inline">70385.pdf </del>703.85]</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>|Right Ahead - Flared Wings ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16940 </ins>703.15] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16951 </ins>703.45] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16960 </ins>703.85]</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>|Cut Sections ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70316.pdf </del>703.16] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70346.pdf </del>703.46] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business/standards_and_specs/documents</del>/<del class="diffchange diffchange-inline">70386.pdf </del>703.86]</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>|Cut Sections ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16941 </ins>703.16] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16952 </ins>703.46] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16961 </ins>703.86]</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>|Member Size & Reinforcement Tables ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70317.pdf </del>703.17] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">standards_and_specs/documents/70347.pdf </del>703.47] ||[<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www2</del>.modot.org/<del class="diffchange diffchange-inline">business/standards_and_specs/documents</del>/<del class="diffchange diffchange-inline">70387.pdf </del>703.87]</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>|Member Size & Reinforcement Tables ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16942 </ins>703.17] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16953 </ins>703.47] ||[<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">www</ins>.modot.org/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">16962 </ins>703.87]</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>
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</table>
Smithk