https://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&feed=atom&action=history903.19 Signing for Rail and Light Rail Transit Grade Crossings - Revision history2024-03-29T12:47:57ZRevision history for this page on the wikiMediaWiki 1.33.1https://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=53272&oldid=prevHoskir: /* 903.19.4 Crossbuck Assemblies with YIELD or STOP Signs at Grade Crossings (MUTCD Section 8B.04) */ updated link to Stop Sign fact sheet.2023-12-28T15:22:16Z<p><span dir="auto"><span class="autocomment">903.19.4 Crossbuck Assemblies with YIELD or STOP Signs at Grade Crossings (MUTCD Section 8B.04): </span> updated link to Stop Sign fact sheet.</span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 15:22, 28 December 2023</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l90" >Line 90:</td>
<td colspan="2" class="diff-lineno">Line 90:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==903.19.4 Crossbuck Assemblies with YIELD or STOP Signs at Grade Crossings ([https://mutcd.fhwa.dot.gov/ MUTCD] Section 8B.04)==</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>==903.19.4 Crossbuck Assemblies with YIELD or STOP Signs at Grade Crossings ([https://mutcd.fhwa.dot.gov/ MUTCD] Section 8B.04)==</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>'''Support.''' MoDOT’s Multimodal Operations Division developed a [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">sp</del>/<del class="diffchange diffchange-inline">sites</del>/<del class="diffchange diffchange-inline">mo</del>/<del class="diffchange diffchange-inline">rail</del>/<del class="diffchange diffchange-inline">projects/orders/Shared%20Documents/Project%20Forms/Stop_Sign_Fact_Sheet</del>.pdf Stop Sign Fact Sheet] to help determine if a Stop sign should be displayed below the Crossbuck sign instead of a Yield sign a passive railroad crossings. </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>'''Support.''' MoDOT’s Multimodal Operations Division developed a [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">epg.modot.org</ins>/<ins class="diffchange diffchange-inline">forms</ins>/<ins class="diffchange diffchange-inline">general_files</ins>/<ins class="diffchange diffchange-inline">MO</ins>/<ins class="diffchange diffchange-inline">Stop_Sign_Fact_Sheet_non_fillable</ins>.pdf Stop Sign Fact Sheet] to help determine if a Stop sign should be displayed below the Crossbuck sign instead of a Yield sign a passive railroad crossings. </div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div> </div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Standard.''' A grade crossing Crossbuck Assembly shall consist of a Crossbuck (R15-1) sign and a Number of Tracks (R15-2P) plaque if two or more tracks are present, and either a YIELD (R1-2) or STOP (R1-1) sign installed on the same support except as provided in the option below. If used at a passive grade crossing, a YIELD or STOP sign shall be installed.</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>'''Standard.''' A grade crossing Crossbuck Assembly shall consist of a Crossbuck (R15-1) sign and a Number of Tracks (R15-2P) plaque if two or more tracks are present, and either a YIELD (R1-2) or STOP (R1-1) sign installed on the same support except as provided in the option below. If used at a passive grade crossing, a YIELD or STOP sign shall be installed.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l102" >Line 102:</td>
<td colspan="2" class="diff-lineno">Line 102:</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>A YIELD sign shall be the default traffic control device for Crossbuck Assemblies on all highway approaches to passive grade crossings unless an engineering study performed by the regulatory agency or highway authority having jurisdiction over the roadway approach determines that a STOP sign is appropriate.</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>A YIELD sign shall be the default traffic control device for Crossbuck Assemblies on all highway approaches to passive grade crossings unless an engineering study performed by the regulatory agency or highway authority having jurisdiction over the roadway approach determines that a STOP sign is appropriate.</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>'''Support.''' MoDOT’s Multimodal Operations Division developed a [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">sp</del>/<del class="diffchange diffchange-inline">sites</del>/<del class="diffchange diffchange-inline">mo</del>/<del class="diffchange diffchange-inline">rail</del>/<del class="diffchange diffchange-inline">projects/orders/Shared%20Documents/Project%20Forms/Stop_Sign_Fact_Sheet</del>.pdf Stop Sign Fact Sheet] to help determine whether a STOP sign should be displayed below the Crossbuck sign instead of a YIELD sign a passive railroad crossings. </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>'''Support.''' MoDOT’s Multimodal Operations Division developed a [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">epg.modot.org</ins>/<ins class="diffchange diffchange-inline">forms</ins>/<ins class="diffchange diffchange-inline">general_files</ins>/<ins class="diffchange diffchange-inline">MO</ins>/<ins class="diffchange diffchange-inline">Stop_Sign_Fact_Sheet_non_fillable</ins>.pdf Stop Sign Fact Sheet] to help determine whether a STOP sign should be displayed below the Crossbuck sign instead of a YIELD sign a passive railroad crossings. </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>'''Guidance.''' The use of STOP signs at passive grade crossings should be limited to unusual conditions where requiring all highway vehicles to make a full stop is deemed essential by an engineering study. Among the factors that should be considered in the engineering study are the line of sight to approaching rail traffic (giving due consideration to seasonal crops or vegetation beyond both the highway and railroad or LRT rights of way), the number of tracks, the speeds of trains or LRT equipment and highway vehicles, and the crash history at the grade crossing.</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>'''Guidance.''' The use of STOP signs at passive grade crossings should be limited to unusual conditions where requiring all highway vehicles to make a full stop is deemed essential by an engineering study. Among the factors that should be considered in the engineering study are the line of sight to approaching rail traffic (giving due consideration to seasonal crops or vegetation beyond both the highway and railroad or LRT rights of way), the number of tracks, the speeds of trains or LRT equipment and highway vehicles, and the crash history at the grade crossing.</div></td></tr>
</table>Hoskirhttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=49287&oldid=prevSmithk: Per TS, numerous minor clarifications2021-04-23T14:12:03Z<p>Per TS, numerous minor clarifications</p>
<a href="https://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=49287&oldid=49285">Show changes</a>Smithkhttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=49285&oldid=prevSmithk: Smithk moved page 903.20 Signing for Rail and Light Rail Transit Grade Crossings to 903.19 Signing for Rail and Light Rail Transit Grade Crossings: This article and subsequent EPG 903 articles (EPG 903.15 - EPG 903.24) were renumbered (became EPG 903.14 - 903.23) when TS deleted EPG 903.14 Emergency Management Signing2021-04-23T14:10:17Z<p>Smithk moved page <a href="/index.php/903.20_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings" class="mw-redirect" title="903.20 Signing for Rail and Light Rail Transit Grade Crossings">903.20 Signing for Rail and Light Rail Transit Grade Crossings</a> to <a href="/index.php/903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings" title="903.19 Signing for Rail and Light Rail Transit Grade Crossings">903.19 Signing for Rail and Light Rail Transit Grade Crossings</a>: This article and subsequent EPG 903 articles (EPG 903.15 - EPG 903.24) were renumbered (became EPG 903.14 - 903.23) when TS deleted EPG 903.14 Emergency Management Signing</p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<td colspan="1" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="1" style="background-color: #fff; color: #222; text-align: center;">Revision as of 14:10, 23 April 2021</td>
</tr><tr><td colspan="2" class="diff-notice" lang="en"><div class="mw-diff-empty">(No difference)</div>
</td></tr></table>Smithkhttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=47759&oldid=prevSmithk: updated links2020-07-02T13:22:26Z<p>updated links</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 13:22, 2 July 2020</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l14" >Line 14:</td>
<td colspan="2" class="diff-lineno">Line 14:</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>'''Standard.''' The sizes of grade crossing signs shall be as shown in Table 903.20.2. </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>'''Standard.''' The sizes of grade crossing signs shall be as shown in Table 903.20.2. </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>'''Option.''' Signs larger than those shown in Table 903.20.2 may be used (refer to [[903.2 Extent of Signing#903.2.<del class="diffchange diffchange-inline">21 </del>Dimensions (MUTCD Section 2A.11)|EPG 903.2.<del class="diffchange diffchange-inline">21 </del>Dimensions]]). </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>'''Option.''' Signs larger than those shown in Table 903.20.2 may be used (refer to [[903.2 Extent of Signing#903.2.<ins class="diffchange diffchange-inline">13 </ins>Dimensions (MUTCD Section 2A.11)|EPG 903.2.<ins class="diffchange diffchange-inline">13 </ins>Dimensions]]). </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>''Table 903.20.2 Grade Crossing Sign and Plaque Sizes''</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>''Table 903.20.2 Grade Crossing Sign and Plaque Sizes''</center>=== </div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l81" >Line 81:</td>
<td colspan="2" class="diff-lineno">Line 81:</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>A strip of retroreflective white material not narrower than 2 in. shall be used on the back of each blade of each Crossbuck sign for the length of each blade, at all grade crossings where Crossbuck signs have been installed, except those where Crossbuck signs have been installed back-to-back.</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>A strip of retroreflective white material not narrower than 2 in. shall be used on the back of each blade of each Crossbuck sign for the length of each blade, at all grade crossings where Crossbuck signs have been installed, except those where Crossbuck signs have been installed back-to-back.</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>'''Guidance.''' Crossbuck signs should be located with respect to the highway pavement or shoulder in accordance with the criteria in [[903.2 Extent of Signing#903.2.<del class="diffchange diffchange-inline">26 </del>Location <del class="diffchange diffchange-inline">Standardization </del>(MUTCD Section 2A.16)|EPG 903.2.<del class="diffchange diffchange-inline">26</del>]], and should be located with respect to the nearest track.</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>'''Guidance.''' Crossbuck signs should be located with respect to the highway pavement or shoulder in accordance with the criteria in [[903.2 Extent of Signing#903.2.<ins class="diffchange diffchange-inline">18 Standardization of Sign </ins>Location (MUTCD Section 2A.16)|EPG 903.2.<ins class="diffchange diffchange-inline">18</ins>]], and should be located with respect to the nearest track.</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 minimum lateral offset for the nearest edge of the Crossbuck sign should be 6 ft. from the edge of the shoulder or 12 ft. from the edge of the traveled way in rural areas (whichever is greater), and 2 ft. from the face of the curb in urban areas.</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 minimum lateral offset for the nearest edge of the Crossbuck sign should be 6 ft. from the edge of the shoulder or 12 ft. from the edge of the traveled way in rural areas (whichever is greater), and 2 ft. from the face of the curb in urban areas.</div></td></tr>
</table>Smithkhttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=39599&oldid=prevEPGsysop at 17:51, 29 June 20172017-06-29T17:51:32Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 17:51, 29 June 2017</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l212" >Line 212:</td>
<td colspan="2" class="diff-lineno">Line 212:</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>'''Guidance.''' At a signalized intersection that is located within 200 ft. of a highway-rail grade crossing, measured from the edge of the track to the edge of the roadway, where the intersection traffic control signals are preempted by the approach of a train, all existing turning movements toward the highway-rail grade crossing should be prohibited during the signal preemption sequences. </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>'''Guidance.''' At a signalized intersection that is located within 200 ft. of a highway-rail grade crossing, measured from the edge of the track to the edge of the roadway, where the intersection traffic control signals are preempted by the approach of a train, all existing turning movements toward the highway-rail grade crossing should be prohibited during the signal preemption sequences. </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>'''Option.''' A blank-out or changeable message sign and/or appropriate highway traffic signal indication or other similar type sign may be used with the approval of [http://wwwi/intranet/ts/default.htm Central Office <del class="diffchange diffchange-inline">Traffic and </del>Highway Safety Division] to prohibit turning movements toward the highway-rail grade crossing during preemption. </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>'''Option.''' A blank-out or changeable message sign and/or appropriate highway traffic signal indication or other similar type sign may be used with the approval of [http://wwwi/intranet/ts/default.htm Central Office Highway Safety <ins class="diffchange diffchange-inline">and Traffic </ins>Division] to prohibit turning movements toward the highway-rail grade crossing during preemption. </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>'''Support.''' LRT operations can include the use of activated blank-out sign technology for turn prohibition signs. The signs are typically used on roads paralleling a semi-exclusive or mixed-use LRT alignment where road users might turn across the LRT tracks. A blank-out sign displays its message only when activated. When not activated, the sign face is blank.</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>'''Support.''' LRT operations can include the use of activated blank-out sign technology for turn prohibition signs. The signs are typically used on roads paralleling a semi-exclusive or mixed-use LRT alignment where road users might turn across the LRT tracks. A blank-out sign displays its message only when activated. When not activated, the sign face is blank.</div></td></tr>
</table>EPGsysophttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=30385&oldid=prevSmithk: /* 903.20.8 Turn Restrictions During Preemption (MUTCD Section 8B.08) */ updated link2012-12-18T15:04:33Z<p><span dir="auto"><span class="autocomment">903.20.8 Turn Restrictions During Preemption (MUTCD Section 8B.08): </span> updated link</span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
<col class="diff-content" />
<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 15:04, 18 December 2012</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l220" >Line 220:</td>
<td colspan="2" class="diff-lineno">Line 220:</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>'''Option.''' An LRT-activated blank-out turn prohibition sign may be used for turning movements that cross the tracks.</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>'''Option.''' An LRT-activated blank-out turn prohibition sign may be used for turning movements that cross the tracks.</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>As an alternative to LRT-activated blank-out turn prohibition signs at intersections with traffic control signals, exclusive traffic control signal phases such that all movements that cross the tracks have a steady red indication may be used in combination with No Turn on Red sign. Refer to [[903.5 Regulatory Signs#903.5.30 Traffic Signal Signs (R10-3, R10-5 through R10-30) (MUTCD <del class="diffchange diffchange-inline">Section </del>2B.53)|EPG 903.5.30]] for more informational about No Turn on Red signs.</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>As an alternative to LRT-activated blank-out turn prohibition signs at intersections with traffic control signals, exclusive traffic control signal phases such that all movements that cross the tracks have a steady red indication may be used in combination with No Turn on Red sign. Refer to [[903.5 Regulatory Signs#903.5.30 Traffic Signal Signs (R10-3, R10-5 through R10-30) (MUTCD <ins class="diffchange diffchange-inline">Sections </ins>2B.53 <ins class="diffchange diffchange-inline">and 2B.54</ins>)|EPG 903.5.30]] for more informational about No Turn on Red signs.</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>'''Standard.''' Turn prohibition signs that are associated with preemption shall be visible or activated only when the grade crossing restriction is in effect.</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>'''Standard.''' Turn prohibition signs that are associated with preemption shall be visible or activated only when the grade crossing restriction is in effect.</div></td></tr>
</table>Smithkhttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=27527&oldid=prevSmithk: Per Traffic, revision to bring policy into substantial compliance with the 2009 MUTCD.2012-01-17T20:02:34Z<p>Per Traffic, revision to bring policy into substantial compliance with the 2009 MUTCD.</p>
<a href="https://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=27527&oldid=27525">Show changes</a>Smithkhttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=27525&oldid=prevSmithk: 903.17 Traffic Controls for Highway-Rail Grade Crossings moved to 903.20 Signing for Rail and Light Rail Transit Grade Crossings: Per Traffic, revision to bring policy into substantial compliance with the 2009 MUTCD.2012-01-17T20:01:46Z<p><a href="/index.php/903.17_Traffic_Controls_for_Highway-Rail_Grade_Crossings" class="mw-redirect" title="903.17 Traffic Controls for Highway-Rail Grade Crossings">903.17 Traffic Controls for Highway-Rail Grade Crossings</a> moved to <a href="/index.php/903.20_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings" class="mw-redirect" title="903.20 Signing for Rail and Light Rail Transit Grade Crossings">903.20 Signing for Rail and Light Rail Transit Grade Crossings</a>: Per Traffic, revision to bring policy into substantial compliance with the 2009 MUTCD.</p>
<table class="diff diff-contentalign-left" data-mw="interface">
<tr class="diff-title" lang="en">
<td colspan="1" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="1" style="background-color: #fff; color: #222; text-align: center;">Revision as of 20:01, 17 January 2012</td>
</tr><tr><td colspan="2" class="diff-notice" lang="en"><div class="mw-diff-empty">(No difference)</div>
</td></tr></table>Smithkhttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=22379&oldid=prevSmithk: minor clarifications2010-03-30T16:09:03Z<p>minor clarifications</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 16:09, 30 March 2010</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l85" >Line 85:</td>
<td colspan="2" class="diff-lineno">Line 85:</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>Before any new highway-rail grade crossing traffic control system is installed or before modifications are made to an existing system, approval shall be obtained from the highway agency with the jurisdictional and/or statutory authority, and from the railroad company.</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>Before any new highway-rail grade crossing traffic control system is installed or before modifications are made to an existing system, approval shall be obtained from the highway agency with the jurisdictional and/or statutory authority, and from the railroad company.</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>'''Guidance.''' To stimulate effective responses from vehicle operators and pedestrians, these devices, systems and practices should use the five basic considerations employed generally for traffic control devices and described fully in [[903.19 Highway Signing General Information#903.19.3 Principles of Traffic Control Devices (MUTCD Section 1A.02)|903.19.3]]: design, placement, operation, maintenance and uniformity.</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>'''Guidance.''' To stimulate effective responses from vehicle operators and pedestrians, these devices, systems and practices should use the five basic considerations employed generally for traffic control devices and described fully in [[903.19 Highway Signing General Information#903.19.3 Principles of Traffic Control Devices (MUTCD Section 1A.02)|<ins class="diffchange diffchange-inline">EPG </ins>903.19.3]]: design, placement, operation, maintenance and uniformity.</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>'''Support.''' Many other details of highway-rail grade crossing traffic control systems that are not set forth in 903.17 are contained in the publications listed in [[903.19 Highway Signing General Information#903.19.11 Relation to Other Publications (MUTCD Section 1A.11)|903.19.11]].</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>'''Support.''' Many other details of highway-rail grade crossing traffic control systems that are not set forth in 903.17 are contained in the publications listed in [[903.19 Highway Signing General Information#903.19.11 Relation to Other Publications (MUTCD Section 1A.11)|<ins class="diffchange diffchange-inline">EPG </ins>903.19.11]].</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>==903.17.3 Uniform Provisions (MUTCD Section 8A.03)==</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>==903.17.3 Uniform Provisions (MUTCD Section 8A.03)==</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>'''Standard.''' All signs used in highway-rail grade crossing traffic control systems shall be retroreflectorized or illuminated as described in [[903.1 Extent of Signing#903.1.15 Retroreflectivity and Illumination (MUTCD Section 2A.08)|903.1.15]] to show the same shape and similar color to an approaching traveler during both day and night.</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>'''Standard.''' All signs used in highway-rail grade crossing traffic control systems shall be retroreflectorized or illuminated as described in [[903.1 Extent of Signing#903.1.15 Retroreflectivity and Illumination (MUTCD Section 2A.08)|<ins class="diffchange diffchange-inline">EPG </ins>903.1.15]] to show the same shape and similar color to an approaching traveler during both day and night.</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>No sign or signal shall be located in the center of an undivided highway, except in a raised island.</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>No sign or signal shall be located in the center of an undivided highway, except in a raised island.</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>'''Guidance.''' Such signs or signals should be installed with a clearance of at least 2 ft. from the outer edge of the raised island to the nearest edge of the sign or signal, except as allowed in [[903.2 Ground-Mounted Signing#903.2.1 Horizontal Clearances (MUTCD Section 2A.19)|903.2.1]] and [[903.3 Overhead Guide Sign Mounting#903.3.2 Horizontal Clearances|903.3.2]].</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>'''Guidance.''' Such signs or signals should be installed with a clearance of at least 2 ft. from the outer edge of the raised island to the nearest edge of the sign or signal, except as allowed in [[903.2 Ground-Mounted Signing#903.2.1 Horizontal Clearances (MUTCD Section 2A.19)|<ins class="diffchange diffchange-inline">EPG </ins>903.2.1]] and [[903.3 Overhead Guide Sign Mounting#903.3.2 Horizontal Clearances|<ins class="diffchange diffchange-inline">EPG </ins>903.3.2]].</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>Where the distance between tracks, measured along the highway between the inside rails, exceeds 100 ft., additional signs or other appropriate traffic control devices should be used.</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>Where the distance between tracks, measured along the highway between the inside rails, exceeds 100 ft., additional signs or other appropriate traffic control devices should be used.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l109" >Line 109:</td>
<td colspan="2" class="diff-lineno">Line 109:</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>'''Guidance.''' Any highway-rail grade crossing that cannot be justified should be eliminated.</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>'''Guidance.''' Any highway-rail grade crossing that cannot be justified should be eliminated.</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>Where a roadway is removed from a highway-rail grade crossing, the roadway approaches in the railroad right-of-way should also be removed and appropriate signs should be placed at the roadway end in accordance with [[620.3 Object Markers (MUTCD Chapter 3C)|620.3 Object Markers]].</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>Where a roadway is removed from a highway-rail grade crossing, the roadway approaches in the railroad right-of-way should also be removed and appropriate signs should be placed at the roadway end in accordance with [[620.3 Object Markers (MUTCD Chapter 3C)|<ins class="diffchange diffchange-inline">EPG </ins>620.3 Object Markers]].</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>Where a railroad is eliminated at a highway-rail grade crossing, the tracks should be removed or paved over.</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>Where a railroad is eliminated at a highway-rail grade crossing, the tracks should be removed or paved over.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l139" >Line 139:</td>
<td colspan="2" class="diff-lineno">Line 139:</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>'''Standard.''' The sizes of grade crossing signs shall be as shown in Table 903.17.6.3.</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>'''Standard.''' The sizes of grade crossing signs shall be as shown in Table 903.17.6.3.</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>'''Option.''' Signs larger than those shown in Table 903.17.6.3 may be used (Refer to [[903.1 Extent of Signing#903.1.19 Dimensions (MUTCD Section 2A.12)|903.1.19<del class="diffchange diffchange-inline">, </del>Dimensions]]).</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>'''Option.''' Signs larger than those shown in Table 903.17.6.3 may be used (Refer to [[903.1 Extent of Signing#903.1.19 Dimensions (MUTCD Section 2A.12)|<ins class="diffchange diffchange-inline">EPG </ins>903.1.19 Dimensions]]).</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>'''903.17.6.2 Highway-Rail Grade Crossing (Crossbuck) Sign (R15-1) and Number of Tracks Sign (R15-2).''' '''(MUTCD Section 8B.03)'''</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>'''903.17.6.2 Highway-Rail Grade Crossing (Crossbuck) Sign (R15-1) and Number of Tracks Sign (R15-2).''' '''(MUTCD Section 8B.03)'''</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l229" >Line 229:</td>
<td colspan="2" class="diff-lineno">Line 229:</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>'''Option.''' If a STOP or YIELD sign is installed at a highway-rail grade crossing, it may be installed on the Crossbuck post or on a separate post at a point where the vehicle should stop, or as near to that point as practical. In some cases a STOP sign may be used on one approach and a YIELD sign may be used on the other approach.</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>'''Option.''' If a STOP or YIELD sign is installed at a highway-rail grade crossing, it may be installed on the Crossbuck post or on a separate post at a point where the vehicle should stop, or as near to that point as practical. In some cases a STOP sign may be used on one approach and a YIELD sign may be used on the other approach.</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>'''Standard.''' For all highway-rail grade crossings where STOP or YIELD signs are installed, the placement shall conform to the requirements of [[903.5 Regulatory Signs#903.5.4 STOP Sign (R1-1) (MUTCD Section 2B.04)|903.5.4.2]] and [[903.5 Regulatory Signs#903.5.5 YIELD Sign (R1-2) (MUTCD Section 2B.08)|903.5.5.2]]. [[903.6 Warning Signs#903.6.31 Advance Traffic Control Signs (W3-1, W3-2, W3-3, W3-4) (MUTCD Section 2C.29)|Stop Ahead (W3-1) or Yield Ahead (W3-2)]] Advance Warning signs shall also be installed if the criteria for their installation given in [[903.6 Warning Signs#903.6.31 Advance Traffic Control Signs (W3-1, W3-2, W3-3, W3-4) (MUTCD Section 2C.29)|903.6.31]] is met.</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>'''Standard.''' For all highway-rail grade crossings where STOP or YIELD signs are installed, the placement shall conform to the requirements of [[903.5 Regulatory Signs#903.5.4 STOP Sign (R1-1) (MUTCD Section 2B.04)|<ins class="diffchange diffchange-inline">EPG </ins>903.5.4.2]] and [[903.5 Regulatory Signs#903.5.5 YIELD Sign (R1-2) (MUTCD Section 2B.08)|<ins class="diffchange diffchange-inline">EPG </ins>903.5.5.2]]. [[903.6 Warning Signs#903.6.31 Advance Traffic Control Signs (W3-1, W3-2, W3-3, W3-4) (MUTCD Section 2C.29)|Stop Ahead (W3-1) or Yield Ahead (W3-2)]] Advance Warning signs shall also be installed if the criteria for their installation given in [[903.6 Warning Signs#903.6.31 Advance Traffic Control Signs (W3-1, W3-2, W3-3, W3-4) (MUTCD Section 2C.29)|<ins class="diffchange diffchange-inline">EPG </ins>903.6.31]] is met.</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>'''Support.''' MoDOT’s Multimodal Operations Division has developed a Stop-Yield Sign Fact Sheet to help determine where Stop or Yield signs should be used, located at 903.5.4 and 903.5.5. </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>'''Support.''' MoDOT’s Multimodal Operations Division has developed a Stop-Yield Sign Fact Sheet to help determine where Stop or Yield signs should be used, located at <ins class="diffchange diffchange-inline">EPG </ins>903.5.4 and <ins class="diffchange diffchange-inline">EPG </ins>903.5.5. </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>'''903.17.6.8 TRACKS OUT OF SERVICE Sign (R8-9)''' '''(MUTCD Section 8B.029)'''</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>'''903.17.6.8 TRACKS OUT OF SERVICE Sign (R8-9)''' '''(MUTCD Section 8B.029)'''</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l323" >Line 323:</td>
<td colspan="2" class="diff-lineno">Line 323:</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>'''903.17.6.19 Stop Lines.''' '''(MUTCD Section 8B.21)''' </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>'''903.17.6.19 Stop Lines.''' '''(MUTCD Section 8B.21)''' </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>Refer to [[:category:620 Pavement Marking|620<del class="diffchange diffchange-inline">, </del>Pavement Marking]] for additional 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>Refer to [[:category:620 Pavement Marking|<ins class="diffchange diffchange-inline">EPG </ins>620 Pavement Marking]] for additional 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>'''Guidance.''' The stop line should be a transverse line at a right angle to the travelway at a point where a vehicle should stop or as near to that point as possible. The stop line should be placed approximately 8 ft. from the gate (if present), but no closer than 15 ft. from the nearest rail.</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>'''Guidance.''' The stop line should be a transverse line at a right angle to the travelway at a point where a vehicle should stop or as near to that point as possible. The stop line should be placed approximately 8 ft. from the gate (if present), but no closer than 15 ft. from the nearest rail.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l347" >Line 347:</td>
<td colspan="2" class="diff-lineno">Line 347:</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 an engineering study is conducted and if the engineering study determines that better nighttime visibility of the train and the highway-rail grade crossing is needed (for example, where a substantial amount of railroad operation is conducted at night, where train speeds are low and highway-rail grade crossings are blocked for long periods, or crash history indicates that drivers experience difficulty in seeing trains or traffic control devices during hours of darkness), then illumination should be installed at and adjacent to the highway-rail grade crossing.</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 an engineering study is conducted and if the engineering study determines that better nighttime visibility of the train and the highway-rail grade crossing is needed (for example, where a substantial amount of railroad operation is conducted at night, where train speeds are low and highway-rail grade crossings are blocked for long periods, or crash history indicates that drivers experience difficulty in seeing trains or traffic control devices during hours of darkness), then illumination should be installed at and adjacent to the highway-rail grade crossing.</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>Types and location of luminaires for highway-rail grade crossing illumination are contained in the American National Standards Institute’s (ANSI) “Practice for Roadway Lighting RP-8” available from the Illuminating Engineering Society (see [[903.19 Highway Signing General Information#903.19.11 Relation to Other Publications (MUTCD Section 1A.11)|903.19.11]]).</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>Types and location of luminaires for highway-rail grade crossing illumination are contained in the American National Standards Institute’s (ANSI) “Practice for Roadway Lighting RP-8” available from the Illuminating Engineering Society (see [[903.19 Highway Signing General Information#903.19.11 Relation to Other Publications (MUTCD Section 1A.11)|<ins class="diffchange diffchange-inline">EPG </ins>903.19.11]]).</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>==903.17.9 Flashing Light Signals, Gates and Traffic Control Signals (MUTCD Section 8D)==</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>==903.17.9 Flashing Light Signals, Gates and Traffic Control Signals (MUTCD Section 8D)==</div></td></tr>
</table>Smithkhttps://epg.modot.org/index.php?title=903.19_Signing_for_Rail_and_Light_Rail_Transit_Grade_Crossings&diff=21455&oldid=prevSmithk: /* 903.17.6 Signs and Markings (MUTCD Section 8B) */Fluorescent yellow sheeting (instead of yellow) will now be used2009-10-20T19:40:41Z<p><span dir="auto"><span class="autocomment">903.17.6 Signs and Markings (MUTCD Section 8B): </span>Fluorescent yellow sheeting (instead of yellow) will now be used</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 19:40, 20 October 2009</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l178" >Line 178:</td>
<td colspan="2" class="diff-lineno">Line 178:</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>|align="center"|R15-3 ||903.17.6.4|| align="center"|24 x 12|| align="center"|24 x 12|| align="center"|- ||align="center"|24 x 12 (ramp)</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>|align="center"|R15-3 ||903.17.6.4|| align="center"|24 x 12|| align="center"|24 x 12|| align="center"|- ||align="center"|24 x 12 (ramp)</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>!EXEMPT (black on yellow)</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>!EXEMPT (black on <ins class="diffchange diffchange-inline">fluorescent </ins>yellow)</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>|align="center"|W10A-24||903.17.6.4 ||align="center"|24 x 12 ||align="center"|24 x 12|| align="center"|- ||align="center"|24 x 12 (ramp)</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>|align="center"|W10A-24||903.17.6.4 ||align="center"|24 x 12 ||align="center"|24 x 12|| align="center"|- ||align="center"|24 x 12 (ramp)</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 colspan="2" class="diff-lineno" id="mw-diff-left-l196" >Line 196:</td>
<td colspan="2" class="diff-lineno">Line 196:</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>'''903.17.6.4 EXEMPT Highway-Rail Grade Crossing Signs (R15-3, W10a-24)''' '''(MUTCD Section 8B.05)'''</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>'''903.17.6.4 EXEMPT Highway-Rail Grade Crossing Signs (R15-3, W10a-24)''' '''(MUTCD Section 8B.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="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>'''Option.''' When authorized by [http://wwwi/intranet/mo/ Multimodal Operations], a supplemental EXEMPT (R15-3) sign with a white background bearing the word EXEMPT may be used below the Crossbuck sign or Number of Tracks sign, if present, at the highway-rail grade crossing, and a supplemental EXEMPT (W10a-24) sign with a yellow background bearing the word EXEMPT may be used below the Highway-Rail Advance Warning (W10-1) sign.</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>'''Option.''' When authorized by [http://wwwi/intranet/mo/ Multimodal Operations], a supplemental EXEMPT (R15-3) sign with a white background bearing the word EXEMPT may be used below the Crossbuck sign or Number of Tracks sign, if present, at the highway-rail grade crossing, and a supplemental EXEMPT (W10a-24) sign with a <ins class="diffchange diffchange-inline">fluorescent </ins>yellow background bearing the word EXEMPT may be used below the Highway-Rail Advance Warning (W10-1) sign.</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>'''Support.''' These supplemental signs inform drivers of vehicles carrying passengers for hire, school buses carrying students or vehicles carrying hazardous materials that a stop is not required at certain designated highway-rail grade crossings, except when a train, locomotive or other railroad equipment is approaching or occupying the highway-rail grade crossing, or the driver's view is blocked.</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>'''Support.''' These supplemental signs inform drivers of vehicles carrying passengers for hire, school buses carrying students or vehicles carrying hazardous materials that a stop is not required at certain designated highway-rail grade crossings, except when a train, locomotive or other railroad equipment is approaching or occupying the highway-rail grade crossing, or the driver's view is blocked.</div></td></tr>
</table>Smithk