https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&feed=atom&action=history
232.3 Two - Way Left - Turn Lanes - Revision history
2024-03-28T15:27:47Z
Revision history for this page on the wiki
MediaWiki 1.33.1
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=50396&oldid=prev
Smithk: Updated website link for increased security
2021-10-25T17:41:32Z
<p>Updated website link for increased security</p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 17:41, 25 October 2021</td>
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Smithk
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=48504&oldid=prev
Smithk: Per TS, minor clarifications
2020-11-04T16:54:58Z
<p>Per TS, minor clarifications</p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 16:54, 4 November 2020</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l10" >Line 10:</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>==232.3.1 Discussion==</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>==232.3.1 Discussion==</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>Traffic congestion often occurs along arterial streets through locations of strip commercial development, where there is left turn demand to approaches along both sides of the street. One of the key benefits of [[940.10 Two-Way Left-Turn Lanes ("Five-Lane" Facilities)|two-way left-turn lanes (TWLTLs)]] includes the removal of turning vehicles from the through traffic lanes, thereby reducing travel time and delay by 40 to 60 percent. Two-way left-turn lanes are far less controversial than raised medians<del class="diffchange diffchange-inline">, </del>and can be an effective traffic management tool when used under the right circumstances; however, they do have limitations.</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>Traffic congestion often occurs along arterial streets through locations of strip commercial development, where there is left turn demand to approaches along both sides of the street. One of the key benefits of [[940.10 Two-Way Left-Turn Lanes ("Five-Lane" Facilities)|two-way left-turn lanes (TWLTLs)]] includes the removal of turning vehicles from the through traffic lanes, thereby reducing travel time and delay by 40 to 60 percent. Two-way left-turn lanes are far less controversial than raised medians and can be an effective traffic management tool when used under the right circumstances; however, they do have limitations.</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="right"</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="right"</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>|[[Image:TWLTL.png|300px]]</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>|[[Image:TWLTL.png|300px]]</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|'''AADT'''|| May be used where AADT in the design year is less than 28,000; otherwise use a raised median|||May be used where AADT in the design year is less than 17,500</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>|'''AADT'''|| May be used where AADT in the design year is less than 28,000; otherwise use a raised median|||May be used where AADT in the design year is less than 17,500</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>|-style="background:#cccccc"</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:#cccccc"</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>|'''Driveway Spacing'''||May be used when driveway <del class="diffchange diffchange-inline">spacing </del>is 12 or less per mile in each direction (Average spacing of 440 feet)|||May be used when driveway <del class="diffchange diffchange-inline">spacing </del>is 12 or less per mile in each direction (Average spacing of 440 feet)</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>|'''Driveway Spacing'''||May be used when driveway <ins class="diffchange diffchange-inline">density </ins>is 12 or less per mile in each direction (Average spacing of 440 feet)|||May be used when driveway <ins class="diffchange diffchange-inline">density </ins>is 12 or less per mile in each direction (Average spacing of 440 feet)</div></td></tr>
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Smithk
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=38709&oldid=prev
Smithk at 16:51, 13 January 2017
2017-01-13T16:51:20Z
<p></p>
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<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>|[<del class="diffchange diffchange-inline">[media</del>:131.<del class="diffchange diffchange-inline">1 Design Exception</del>.docx<del class="diffchange diffchange-inline">|</del>Design Exception Information Form<del class="diffchange diffchange-inline">]</del>]</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>|[<ins class="diffchange diffchange-inline">http</ins>:<ins class="diffchange diffchange-inline">//epg.modot.org/forms/DE%202017%20Forms/DELiaison/</ins>131.<ins class="diffchange diffchange-inline">1_Design_Exception</ins>.docx Design Exception Information Form]</div></td></tr>
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Smithk
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=33777&oldid=prev
Smithk: Per EPG, updated Design Exception Info Form to reflect the 13 criteria added to the article in February 2014
2014-06-04T12:57:42Z
<p>Per EPG, updated Design Exception Info Form to reflect the 13 criteria added to the article in February 2014</p>
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Smithk
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=31159&oldid=prev
Smithk: Updated Design Exception Info form by adding line for State Design Engineer's signature
2013-04-17T16:26:42Z
<p>Updated Design Exception Info form by adding line for State Design Engineer's signature</p>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|-</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|-</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>|[[media:131.4 Design Exception Info.doc|Design Exception Information Form]]</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>|[[media:131.4 Design Exception Info <ins class="diffchange diffchange-inline">2013</ins>.doc|Design Exception Information Form]]</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>
</table>
Smithk
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=28485&oldid=prev
Smithk: Per Design, Design Exception Info form updated to exclude a signature line for Safe and Sound project directors.
2012-04-09T18:01:21Z
<p>Per Design, Design Exception Info form updated to exclude a signature line for Safe and Sound project directors.</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 18:01, 9 April 2012</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3" >Line 3:</td>
<td colspan="2" class="diff-lineno">Line 3:</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>|'''Forms'''</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>|'''Forms'''</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>:<del class="diffchange diffchange-inline">//epg</del>.<del class="diffchange diffchange-inline">modot.mo.gov/forms/DE-DEForms/DESIGN%20EXCEPTION%20INFORMATION</del>.<del class="diffchange diffchange-inline">dot </del>Design Exception Information Form]</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">[media</ins>:<ins class="diffchange diffchange-inline">131</ins>.<ins class="diffchange diffchange-inline">4 Design Exception Info</ins>.<ins class="diffchange diffchange-inline">doc|</ins>Design Exception Information Form<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="background-color: #f8f9fa; color: #222; font-size: 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=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=23088&oldid=prev
Smithk: Updated link to EPG 131.1, formerly EPG 131.4
2010-05-13T14:56:55Z
<p>Updated link to EPG 131.1, formerly EPG 131.4</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 14:56, 13 May 2010</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l40" >Line 40:</td>
<td colspan="2" class="diff-lineno">Line 40:</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>Roads that may be candidates for TWLTLs (either as a [[940.11 Three-Lane Cross-Sections|3 lane]] or [[940.10 Two-Way Left-Turn Lanes ("Five-Lane" Facilities)|5 lane]] facility) must be evaluated to determine whether accidents are a significant factor, and if, alternatively, [[:Category:940 Access Management|access management strategies]] could be implemented to reduce accidents. All core team members must be involved in the evaluation process, and alternatives weighed against the “Purpose and Need” of the proposed improvement. If a TWLTL is the best solution for existing conditions, supporting information addressing safety concerns must be included in the conceptual plan submittal.</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>Roads that may be candidates for TWLTLs (either as a [[940.11 Three-Lane Cross-Sections|3 lane]] or [[940.10 Two-Way Left-Turn Lanes ("Five-Lane" Facilities)|5 lane]] facility) must be evaluated to determine whether accidents are a significant factor, and if, alternatively, [[:Category:940 Access Management|access management strategies]] could be implemented to reduce accidents. All core team members must be involved in the evaluation process, and alternatives weighed against the “Purpose and Need” of the proposed improvement. If a TWLTL is the best solution for existing conditions, supporting information addressing safety concerns must be included in the conceptual plan submittal.</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>Designing or implementing a TWLTL on a roadway that does not warrant its use requires a [[131.<del class="diffchange diffchange-inline">4 </del>Design Exception Process|design exception]]. Lane markings for 3 lane and 5 lane roadways shall be in accordance with [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)#620.2.3 Other Yellow Longitudinal Pavement Markings (MUTCD Section 3B.03)|EPG 620.2.3 Other Yellow Longitudinal Pavement Markings (MUTCD Section 3B.03)]].</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>Designing or implementing a TWLTL on a roadway that does not warrant its use requires a [[131.<ins class="diffchange diffchange-inline">1 </ins>Design Exception Process|design exception]]. Lane markings for 3 lane and 5 lane roadways shall be in accordance with [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)#620.2.3 Other Yellow Longitudinal Pavement Markings (MUTCD Section 3B.03)|EPG 620.2.3 Other Yellow Longitudinal Pavement Markings (MUTCD Section 3B.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="background-color: #f8f9fa; color: #222; font-size: 88%; 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:232 Facility Selection]]</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:232 Facility Selection]]</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=22573&oldid=prev
Smithk: minor clarification
2010-04-02T13:10:57Z
<p>minor clarification</p>
<table class="diff diff-contentalign-left" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
<col class="diff-content" />
<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 13:10, 2 April 2010</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l40" >Line 40:</td>
<td colspan="2" class="diff-lineno">Line 40:</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>Roads that may be candidates for TWLTLs (either as a [[940.11 Three-Lane Cross-Sections|3 lane]] or [[940.10 Two-Way Left-Turn Lanes ("Five-Lane" Facilities)|5 lane]] facility) must be evaluated to determine whether accidents are a significant factor, and if, alternatively, [[:Category:940 Access Management|access management strategies]] could be implemented to reduce accidents. All core team members must be involved in the evaluation process, and alternatives weighed against the “Purpose and Need” of the proposed improvement. If a TWLTL is the best solution for existing conditions, supporting information addressing safety concerns must be included in the conceptual plan submittal.</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>Roads that may be candidates for TWLTLs (either as a [[940.11 Three-Lane Cross-Sections|3 lane]] or [[940.10 Two-Way Left-Turn Lanes ("Five-Lane" Facilities)|5 lane]] facility) must be evaluated to determine whether accidents are a significant factor, and if, alternatively, [[:Category:940 Access Management|access management strategies]] could be implemented to reduce accidents. All core team members must be involved in the evaluation process, and alternatives weighed against the “Purpose and Need” of the proposed improvement. If a TWLTL is the best solution for existing conditions, supporting information addressing safety concerns must be included in the conceptual plan submittal.</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>Designing or implementing a TWLTL on a roadway that does not warrant its use requires a [[131.4 Design Exception Process|design exception]]. Lane markings for 3 lane and 5 lane roadways shall be in accordance with [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)#620.2.3 Other Yellow Longitudinal Pavement Markings (MUTCD Section 3B.03)|620.2.3 Other Yellow Longitudinal Pavement Markings (MUTCD Section 3B.03)]].</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>Designing or implementing a TWLTL on a roadway that does not warrant its use requires a [[131.4 Design Exception Process|design exception]]. Lane markings for 3 lane and 5 lane roadways shall be in accordance with [[620.2 Pavement and Curb Markings (MUTCD Chapter 3B)#620.2.3 Other Yellow Longitudinal Pavement Markings (MUTCD Section 3B.03)|<ins class="diffchange diffchange-inline">EPG </ins>620.2.3 Other Yellow Longitudinal Pavement Markings (MUTCD Section 3B.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="background-color: #f8f9fa; color: #222; font-size: 88%; 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:232 Facility Selection]]</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:232 Facility Selection]]</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=19586&oldid=prev
Mastes: remove metric values
2009-02-02T20:31:49Z
<p>remove metric values</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 20:31, 2 February 2009</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l18" >Line 18:</td>
<td colspan="2" class="diff-lineno">Line 18:</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>Two-way left-turn lanes do not function well once certain traffic volumes or recommended driveway spacing limits have been exceeded. In areas of high traffic volumes (i.e. AADT greater than 28,000) raised medians are at least 25 percent safer than multilane undivided sections and 15 percent safer than TWLTLs. Two-way left-turn lanes should only be considered in places where commercial driveways make up a substantial portion of total driveways, overall driveway density is managed, and where the percentage of vehicles turning left at peak hour is at least 20 percent.</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>Two-way left-turn lanes do not function well once certain traffic volumes or recommended driveway spacing limits have been exceeded. In areas of high traffic volumes (i.e. AADT greater than 28,000) raised medians are at least 25 percent safer than multilane undivided sections and 15 percent safer than TWLTLs. Two-way left-turn lanes should only be considered in places where commercial driveways make up a substantial portion of total driveways, overall driveway density is managed, and where the percentage of vehicles turning left at peak hour is at least 20 percent.</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>Two-way left-turn lane configurations should not be used in areas that are expected to remain rural in the foreseeable future or on roadways with posted speeds in excess of 45 mph <del class="diffchange diffchange-inline">(70 km/h)</del>. In no case will a two-way left-turn lane be provided on a route with more than two through-traffic lanes in each direction to create a “seven lane” facility.</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>Two-way left-turn lane configurations should not be used in areas that are expected to remain rural in the foreseeable future or on roadways with posted speeds in excess of 45 mph. In no case will a two-way left-turn lane be provided on a route with more than two through-traffic lanes in each direction to create a “seven lane” facility.</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>Criteria for use and design of TWLTLs includes the following:</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>Criteria for use and design of TWLTLs includes the following:</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l28" >Line 28:</td>
<td colspan="2" class="diff-lineno">Line 28:</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>|'''AADT'''|| May be used where AADT in the design year is less than 28,000; otherwise use a raised median|||May be used where AADT in the design year is less than 17,500</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>|'''AADT'''|| May be used where AADT in the design year is less than 28,000; otherwise use a raised median|||May be used where AADT in the design year is less than 17,500</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>|-style="background:#cccccc"</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:#cccccc"</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>|'''Driveway Spacing'''||May be used when driveway spacing is 12 or less per mile in each direction(Average spacing of 440 feet)|||May be used when driveway spacing is 12 or less per mile in each direction(Average spacing of 440 feet)</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>|'''Driveway Spacing'''||May be used when driveway spacing is 12 or less per mile in each direction (Average spacing of 440 feet)|||May be used when driveway spacing is 12 or less per mile in each direction (Average spacing of 440 feet)</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-l34" >Line 34:</td>
<td colspan="2" class="diff-lineno">Line 34:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>In addition, the following elements must be included within the design of the TWLTL:</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>In addition, the following elements must be included within the design of the TWLTL:</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">· </del>The median lane width is at least 14 ft. <del class="diffchange diffchange-inline">(4.2 m)</del>,</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr>
<tr><td 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">· </del>A minimum of 400 ft. <del class="diffchange diffchange-inline">(120 m) </del>of stopping sight distance is provided within the limits of the continuous two-way left-turn lane.</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">:*</ins>The median lane width is at least 14 ft.,</div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">:*</ins>A minimum of 400 ft. of stopping sight distance is provided within the limits of the continuous two-way left-turn lane.</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>Roads that may be candidates for TWLTLs (either as a [[940.11 Three-Lane Cross-Sections|3 lane]] or [[940.10 Two-Way Left-Turn Lanes ("Five-Lane" Facilities)|5 lane]] facility) must be evaluated to determine whether accidents are a significant factor, and if, alternatively, [[:Category:940 Access Management|access management strategies]] could be implemented to reduce accidents. All core team members must be involved in the evaluation process, and alternatives weighed against the “Purpose and Need” of the proposed improvement. If a TWLTL is the best solution for existing conditions, supporting information addressing safety concerns must be included in the conceptual plan submittal.</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>Roads that may be candidates for TWLTLs (either as a [[940.11 Three-Lane Cross-Sections|3 lane]] or [[940.10 Two-Way Left-Turn Lanes ("Five-Lane" Facilities)|5 lane]] facility) must be evaluated to determine whether accidents are a significant factor, and if, alternatively, [[:Category:940 Access Management|access management strategies]] could be implemented to reduce accidents. All core team members must be involved in the evaluation process, and alternatives weighed against the “Purpose and Need” of the proposed improvement. If a TWLTL is the best solution for existing conditions, supporting information addressing safety concerns must be included in the conceptual plan submittal.</div></td></tr>
</table>
Mastes
https://epg.modot.org/index.php?title=232.3_Two_-_Way_Left_-_Turn_Lanes&diff=18984&oldid=prev
Mastes: remove "Key Points" box
2008-11-13T17:15:03Z
<p>remove "Key Points" box</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 17:15, 13 November 2008</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1" >Line 1:</td>
<td colspan="2" class="diff-lineno">Line 1:</td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;">{|border="4"</del></div></td><td colspan="2"> </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 style="font-weight: bold; text-decoration: none;">|-style="background:yellow"</del></div></td><td colspan="2"> </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 style="font-weight: bold; text-decoration: none;">|'''[[Key Points 232.3 Two-Way Left-Turn Lanes|Key Points]]'''</del></div></td><td colspan="2"> </td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><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>
</table>
Mastes