616.8 Typical Applications (MUTCD 6H): Difference between revisions

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==Listing of Typical Applications==
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===<center>Listing of Typical Applications for Maintenance</center>===
==616.8.1 Temporary Traffic Control for Contract Plan Sheet Development==
<center>([[#Listing of Typical Applications for Design and Construction and Materials|TAs for Design and Construction and Materials]] are also available)


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Each work zone is different and requires different temporary traffic control (TTC) plans. For contract plan sheets, [https://mutcd.fhwa.dot.gov/pdfs/2009r1r2r3/pdf_index.htm MUTCD (2009) Chapter 6H] provides the typical applications (TAs) to develop TTC plans and for in-field modifications as directed by the engineer.  TAs should be altered, when needed, to fit the conditions of the specific work zone.  See [[:Category:237_Contract_Plans|EPG 237]] for additional plan sheet guidance.
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! style="background:#ff9933" width="450" align="center"|Typical Application Description !!style="background:#ff9933" width="110"|TA No. !!style="background:#ff9933" width="290"|Maintenance Figure Number
References to work vehicle or shadow vehicle made in the MUTCD will be considered incidental and should be indicated as such on the TTC plans.
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!style="background:#ffcc99" colspan="3" align="center"|Work Outside of the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.6 Work Outside of the Shoulder (MUTCD 6G.06)|EPG 616.7.6]])
When optional items are referenced in the MUTCD, the contractor may, at their discretion, utilize the items as incidental. When the TTC plans indicate one or more of these items as required for stationary work activities, applicable pay items will apply and will be included. Field adjustments, as directed by the engineer, may require additional pay items via a change order. When use of a Truck Mounted Attenuator (TMA) is deemed necessary for one or more stationary work activities, this will be indicated on the TTC plans, the Truck Mounted Attenuator (TMA) for Stationary Work Activities JSP will be included in the contract, and the Truck Mounted Attenuator pay item will be provided.
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|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.1%20(TA-1)%20%20Work%20Beyond%20the%20Shoulder%20on%20Divided%20and%20Undivided%20Highways-%20MT.pdf 616.8.1 - MT]
TMAs used in mobile operations, such as striping, are considered incidental per Sec 612.5.
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|align="left"|Blasting Zone|| -|| Contact district personnel'''*'''
==616.8.2 Temporary Traffic Control for MoDOT Employees==
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!style="background:#ffcc99" colspan="3" align="center"| Work on the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.7 Work on the Shoulder with No Encroachment (MUTCD 6G.07)|EPG 616.7.7]] and [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.8 Work on the Shoulder with Minor Encroachment (MUTCD 6G.8)|EPG 616.7.8]])
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<b>If you have questions about a Typical Application, please email [mailto:WZTAQuestions@modot.mo.gov?Subject=Question%20about%20TA WZTAQuestions@modot.mo.gov]</b>
|align="left"|Shoulder Work on Two-Lane Highways with Edgelines || TA-3||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.3%20(TA-3)%20Shoulder%20Work%20on%20Two-Lane%20Highways%20with%20Edgelines%20-%20MT3.pdf 616.8.3 - MT]
</div>
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|align="left"|Shoulder Work on Two-Lane Highways without Edgelines || TA-3a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.3%20(TA-3a)%20Shoulder%20Work%20on%20Two-Lane%20Highways%20without%20Edgelines%20-%20MT.pdf 616.8.3a - MT]
These TAs are intended for the use of MoDOT employees. Before each work shift, all employees are required to participate in a pre-shift safety briefing.  During the briefing, the applicable TAs should be printed out and then discussed to know the procedures to follow for the day’s work. This should include the risk-based assessment (RBA). The TAs shown in the EPG are considered current.
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|align="left"|Shoulder Work on Divided Highways ||TA-5||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.5%20(TA-5)%20%20Shoulder%20Work%20on%20Divided%20Highways%20-%20MT.pdf 616.8.5 - MT]
===616.8.2.1 Typical Applications===
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!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way of a Two-Lane Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.10 Work Within the Traveled Way of a Two-Lane Highway (MUTCD 6G.10)|EPG 616.7.10]])
 
|-
<!--  EMERGENCY TRAFFIC CONTROL -->
|align="left"|Highway Closure||TA-8|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.8%20(TA-8)%20Highway%20Closure%20-%20MT.pdf 616.8.8 - MT]
<div class="mw-customtoggle-ET1" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #ff67ff; border-radius:5px; box-shadow:3px 3px 3px #888888; border-width:thin;border-style:solid; border-color:gray;">[+/-] Emergency Traffic Control</div>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-ET1">
|align="left"|Road Closed Beyond Junction Detour ||TA-9|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.9%20(TA-9)%20Road%20Closed%20Beyond%20Junction%20Detour%20-%20MT%20-%20DECM.pdf 616.8.9 - MT, DECM]
<div class="mw-collapsible-content" style="margin-bottom:15px;">
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|align="left"|Lane Closure on Two-Lane Highways With Edgelines Using Flaggers ||TA-10||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.10%20(TA-10)%20%20Lane%20Closure%20on%20Two-Lane%20Highways%20With%20Edgelines%20Using%20Flaggers%20-%20MT.pdf 616.8.10 - MT]
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|-
|- style="vertical-align:top; background-color: #fca1fc"
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Flaggers  ||TA-10a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.10a%20(TA-10a)%20%20Lane%20Closure%20on%20Two-Lane%20Highways%20Without%20Edgelines%20Using%20Flaggers%20-%20MT.pdf 616.8.10a - MT]
! style="background-color: #fca1fc" | Emergency Traffic Control Description !! style="width: 170px; background-color: #fca1fc" | ETC Number !! style="width: 230px; background-color: #fca1fc" | Effective Date
|-
|-style="vertical-align:top;"
|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using AFAD Red Amber Signal System||TA-10b||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.10b%20(TA-10b)%20LaneClosure%20on%20Two-LaneHwys%20with%20EdgeLines%20Using%20AFADRedAmberSignalSystemMT.pdf 616.8.10b - MT]
|  *Imminent Danger of a Human* on Roadway or Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Emergency_Traffic_Control/ETC-1.pdf ETC-1] || style="text-align:center;" | 7/12/2024
|-
|-style="vertical-align:top;"
|align="left"|Lane Closure on Two-Lane Highways without Edgelines Using AFAD Red Amber Signal System||TA-10c||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.10c%20(TA-10c)%20LaneClosure%20onTwoLane%20Hwys%20without%20EdgeLines%20Using%20AFADRedAmbrSignal%20SystmMT.pdf 616.8.10c - MT]
|  *Unsafe Condition* on Roadway or Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Emergency_Traffic_Control/ETC-2.pdf ETC-2] || style="text-align:center;" | 7/12/2024
|-
|}
|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using Portable Signal Flagging Device||TA-10d||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.10d%20(TA-10d)%20LaneClosure%20onTwo-Lane%20Hwys%20with%20EdgeLines%20Using%20PortableSignalFlagginDevicMT.pdf 616.8.10d - MT]
 
|-
</div>
|align="left"|Lane Closure on Two-Lane Highways without Edgelines Using Portable Signal Flagging Device||TA-10e||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.10e%20(TA-10e)%20LaneClosur%20onTwo-Lane%20Hwys%20without%20EdgeLine%20Usin%20PortablSignalFlagginDevicMT.pdf 616.8.10e - MT]
</div>
|-
 
|align="left"|Side Roads Entering Work Zones ||TA-10g||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.10g%20(TA-10g)%20Side%20Roads%20Entering%20Work%20Zones%20-%20MT.pdf 616.8.10g - MT]
<!-- WORK BEYOND THE SHOULDER -->
|-
<div class="mw-customtoggle-TA1" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Beyond the Shoulder</div>
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines||TA-11||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.11%20(TA-11)%20%20Lane%20Closure%20on%20Two-Lane%20Highways%20without%20Edgelines%20-%20MT.pdf 616.8.11 - MT]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Lane Closure on Two-Lane Highways With Edgelines||TA-12||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.12%20(TA-12)%20%20Lane%20Closure%20on%20Two-Lane%20Highways%20with%20Edgelines-MT.pdf 616.8.12 - MT]
 
|-
<div class="mw-customtoggle-TA1a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Traffic Control Signals||TA-12a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.12a%20(TA-12a)%20%20Lane%20Closure%20on%20Two-Lane%20Highways%20without%20Edgelines-MT.pdf 616.8.12a - MT]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1a" style="margin-left:45px;">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Work in the Center of a Road with Low Traffic Volumes|| - || N/A in MoDOT
 
|-
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|align="left"|Surveying Along Centerline of Two-Way Highways without Edgelines ||TA-16||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.16%20(TA-16)%20%20Surveying%20Along%20Centerline%20of%20Two-Way%20Highways%20without%20Edgelines%20-%20MT.pdf 616.8.16 - MT]
|- style="vertical-align:top;"
|-
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|align="left"|Mobile Operation on Two-Lane Highways with Edgelines ||TA-17||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.17%20(TA-17)%20Mobile%20Operation%20on%20Two-Lane%20Highways%20with%20Edge%20Lines%20-%20MT.pdf 616.8.17 - MT]
|-style="vertical-align:top;"
|-
| Mobile Operation Work Beyond the Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-1M.pdf TA-1M] ||style="text-align:center;" | 616.8.1M || style="text-align:center;" | 9-15-23
|align="left"|Mobile Operation on Two-Lane Highways without Edgelines ||TA-17a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.17a%20(TA-17a)%20Mobile%20Operation%20on%20Two-Lane%20Highways%20without%20Edge%20Lines%20-%20MT.pdf 616.8.17a - MT]
|}
|-
 
|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17b||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.17b%20(TA-17b)%20Centerline-Edgeline%20Striping%20on%20Two-Lane%20Highways%20-%20MT.pdf 616.8.17b - MT]
</div>
|-
</div>
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way of an Urban Street (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.11 Work Within the Traveled Way of an Urban Street (MUTCD 6G.11)|EPG 616.7.11]])
 
|-
<div class="mw-customtoggle-TA1b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
|align="left"|Lane Closure on a Minor Street|| - || N/A in MoDOT
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1b" style="margin-left:45px;">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Highway Closure||TA-8|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.8%20(TA-8)%20Highway%20Closure%20-%20MT.pdf 616.8.8 - MT]
 
|-
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way at an Intersection and on Sidewalks (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.13 Work Within the Traveled Way at an Intersection (MUTCD 6G.13)|EPG 616.7.13]])
|- style="vertical-align:top;"
|-
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|align="left"|Lane Closure on Near Side of Intersection ||TA-21|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.21%20(TA-21)%20%20Lane%20Closure%20on%20Near%20Side%20of%20Intersection%20-%20MT.pdf 616.8.21 - MT]
|-style="vertical-align:top;"
|-
| Short Duration Work Beyond the Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-1SD.pdf TA-1SD] ||style="text-align:center;" | 616.8.1SD || style="text-align:center;" | 9-15-23
|align="left"|Lane Closure of Right Lane on Far Side of Intersection ||TA-22|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.22%20(TA-22)%20Lane%20Closure%20of%20Right%20Lane%20on%20Far%20Side%20of%20Intersection%20-%20MT.pdf 616.8.22 - MT]
|}
|-
 
|align="left"|Lane Closure of Left Lane on Far Side of Intersection ||TA-23|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.23%20(TA-23)%20%20Lane%20Closure%20of%20Left%20Lane%20on%20Far%20Side%20of%20Intersection%20-%20MT.pdf 616.8.23- MT]
</div>
|-
</div>
|align="left"|Sidewalk Detour or Diversion ||TA-28|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.28%20(TA-28)%20%20Sidewalk%20Detour%20or%20Diversion%20-%20MT.pdf 616.8.28 - MT]
 
|-
<div class="mw-customtoggle-TA1c" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
|align="left"|Crosswalk Closures and Pedestrian Detours || TA-29||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.29%20(TA-29)%20%20Crosswalk%20Closures%20and%20Pedestrian%20Detours%20-%20MT.pdf 616.8.29 - MT]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1c" style="margin-left:45px;">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Half Road Closure on the Far Side of an Intersection|| - || Contact district personnel'''*'''
 
|-
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|align="left"|Multiple Lane Closures at an Intersection || - ||Contact district personnel'''*'''
|- style="vertical-align:top;"
|-
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|align="left"|Closure in the Center of an Intersection || - ||Contact district personnel'''*'''
|-style="vertical-align:top;"
|-
| Stationary Work Beyond the Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-1S.pdf TA-1S] ||style="text-align:center;" | 616.8.1S || style="text-align:center;" | 9-15-23
|align="left"|Closure at the Side of an Intersection || - || Contact district personnel'''*'''
|}
|-
 
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.12 Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (MUTCD 6G.12)|EPG 616.7.12]])
</div>
|-
</div>
|align="left"|Lane Closure on Multi-Lane Undivided Highways ||TA-30|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.30%20(TA-30)%20%20Lane%20Closure%20on%20Multi-Lane%20Undivided%20Highways%20-%20MT.pdf 616.8.30 - MT]
 
|-
</div>
|align="left"|Operations in Two-Way Left Turn Lane on Multi-Lane||TA-30a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.30a%20(TA-30a)%20%20Operations%20in%20Two-Way%20Left%20Turn%20Lane%20on%20Multi-Lane.pdf 616.8.30a - MT]
</div>
|-
 
|align="left"|Lane Closure Using Two-Way Left Turn Lane on Undivided Highways ||TA-31|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.31%20(TA-31)%20%20Lane%20Closure%20Using%20Two-Way%20Left%20Turn%20Lane%20on%20Undivided%20Highways%20-%20MT.pdf 616.8.31 - MT]
<!--  WORK ON THE SHOULDER -->
|-
<div class="mw-customtoggle-TA2" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work on the Shoulder</div>
|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.31a%20(TA-31a)%20Lane%20Closure%20on%20Alternate%20Passing%20Lanes%20-%20MT.pdf 616.8.31a - MT]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Lane Closure on Left or Right Lane on Divided Highway|| TA-33||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.33%20(TA-33)%20%20Lane%20Closure%20on%20Left%20or%20Right%20Lane%20on%20Divided%20Highway-%20MT.pdf 616.8.33 - MT]
 
|-
<div class="mw-customtoggle-TA2a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.35%20(TA-35)%20Mobile%20Operation%20on%20Divided%20or%20Multi-Lane%20Highways%20-%20MT.pdf 616.8.35 - MT]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2a" style="margin-left:45px;">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.35a%20(TA-35a)%20Centerline%20and%20or%20Laneline%20Striping%20on%20Multi-Lane,%20Undivided%20Highways%20-%20MT.pdf 616.8.35a - MT]
 
|-
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|align="left"|Edgeline Striping on Multi-Lane, Undivided Highways ||TA-35b|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.35b%20(TA-35b)%20Edgeline%20Striping%20on%20Multi-Lane,%20Undivided%20Highways%20-%20MT.pdf 616.8.35b - MT]
|- style="vertical-align:top;"
|-
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|align="left"|Lane Line and or Left Edgeline Striping on Divided Highways ||TA-35c|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.35c%20(TA-35c)%20Laneline%20and%20or%20Left%20Edgeline%20Striping%20on%20Divided%20Highways%20-%20MT.pdf 616.8.35c - MT]
|-style="vertical-align:top;"
|-
| Mobile Operation on a Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-4M.pdf TA-4M] ||style="text-align:center;" | 616.8.4M || style="text-align:center;" | 9-15-23
|align="left"|Right Edgeline Striping on Divided Highways ||TA-35d|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.35d%20(TA-35d)%20Right%20Edgeline%20Striping%20on%20Divided%20Highways%20-%20MT.pdf 616.8.35d - MT]
|}
|-
 
!style="background:#ffcc99" colspan="3" align="center"|Work Within the Traveled Way of a Freeway or Expressway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.14 Work Within the Traveled Way of a Freeway or Expressway (MUTCD 6G.14)|EPG 616.7.14]])
</div>
|-
</div>
|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways || TA-37||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.37%20(TA-37)%20%20Lane%20Closure%20of%20Interior%20Lane%20on%20Multi-Lane%20Highways%20-%20MT.pdf 616.8.37 - MT]
 
|-
<div class="mw-customtoggle-TA2b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways for Capacity ||TA-38|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.38%20(TA-38)%20%20Lane%20Closure%20of%20Interior%20Lane%20on%20Multi-Lane%20Highways%20for%20Capacity%20-%20MT.pdf 616.8.38 - MT]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2b" style="margin-left:45px;">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.38a%20(TA-38a)%20%20Lane%20Closure%20of%20Interior%20Lane%20on%20Multi-Lane%20Divided%20Highways%20-%20MT.pdf 616.8.38a - MT]
 
|-
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38b|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.38b%20(TA-38b)%20%20Lane%20Closure%20of%20Interior%20Lane%20on%20Multi-Lane%20Divided%20Highways%20-%20MT.pdf 616.8.38b - MT]
|- style="vertical-align:top;"
|-
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38c|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.38c%20(TA-38c)%20%20Lane%20Closure%20of%20Interior%20Lane%20on%20Multi-Lane%20Divided%20Highways%20-%20MT.pdf 616.8.38c - MT]
|-style="vertical-align:top;"
|-
| Short Duration Work on a Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-4SD.pdf TA-4SD] ||style="text-align:center;" | 616.8.4SD || style="text-align:center;" | 9-15-23
|align="left"|Median Crossover for an Entrance Ramp|| - || Contact district personnel'''*'''
|}
|-
 
|align="left"|Median Crossover for an Exit Ramp || - ||Contact district personnel'''*'''
</div>
|-
</div>
|align="left"|Work in the Vicinity of an Exit Ramp ||TA-42|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.42%20(TA-42)%20%20Work%20in%20Vicinity%20of%20Exit%20Ramp%20-%20MT.pdf 616.8.42 - MT]
 
|-
<div class="mw-customtoggle-TA2c" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Shoulder Closure</div>
|align="left"|Work on Ramps||TA-43|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.43%20(TA-43)%20%20Work%20on%20Ramps%20-%20MT.pdf 616.8.43 - MT]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2c" style="margin-left:45px;">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.44%20(TA-44)%20%20Work%20in%20Vicinity%20of%20Entrance%20Ramp%20-%20MT.pdf 616.8.44 - MT]
 
|-
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|align="left"|Lane Closure at Interchange||TA-44a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.44a%20(TA-44a)%20%20Lane%20Closure%20at%20Interchange%20-%20MT.pdf 616.8.44a - MT]
|- style="vertical-align:top;"
|-
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|align="left"|Work in the Vicinity of a Grade Crossing||TA-46|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.46%20(TA-46)%20Work%20in%20the%20Vacinity%20of%20a%20Grade%20Crossing%20-%20MT.pdf 616.8.46 - MT]
|-style="vertical-align:top;"
|-
| Long-Term Shoulder Closure || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-5A.pdf TA-5A] ||style="text-align:center;" | 616.8.5A || style="text-align:center;" | 9-15-23
|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.47a%20-%20Excavations%20with%20Steel%20Plate%20or%20Back%20Fill%20-%20Undivided%20Highways%20-%20DECM%20-%20MT.pdf 616.8.47a - MT, DECM]
|-style="vertical-align:top;"
|-
| Long-Term Shoulder Closure with Temporary Traffic Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-5B.pdf TA-5B] ||style="text-align:center;" | 616.8.5B || style="text-align:center;" | 9-15-23
|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.47b%20-%20Excavations%20with%20Steel%20Plate%20or%20Back%20Fill%20-%20Divided%20Highways%20-%20DECM%20-%20MT.pdf 616.8.47b - MT, DECM]
|-style="vertical-align:top;"
|-
| Shoulder Work with Minor Encroachment || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-6A.pdf TA-6A] ||style="text-align:center;" | 616.8.6A || style="text-align:center;" | 9-15-23
|align="left"|Intermediate Lane Closure ||TA-48|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.48%20Intermediate%20Lane%20Closure%20-%20DECM%20-%20MT.pdf 616.8.48 - MT, DECM]
|-style="vertical-align:top;"
|-
| Shoulder Work with Minor Encroachment with Temporary Traffic Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-6B.pdf TA-6B] ||style="text-align:center;" | 616.8.6B || style="text-align:center;" | 9-15-23
|align="left"|Signs in Narrow Medians ||TA-49|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.49%20Signs%20in%20Narrow%20Medians%20-%20DECM%20-%20MT.pdf 616.8.49 - MT, DECM]
|}
|-
 
|align="left"|Temporary Reversible Lane Using Movable Barriers|| - || Contact district personnel'''*'''
</div>
|-
</div>
!style="background:#ffcc99" colspan="3" align="center"|Sequential Flashing Warning Light (see [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.83 Warning Lights (MUTCD 6F.83)|EPG 616.6.83]])
 
|-
<div class="mw-customtoggle-TA2d" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
|align="left"|Sequential Flashing Warning Light|| - || [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#Fig. 616.6.83 Sequential Flashing Warning Light|616.6.83]]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2d" style="margin-left:45px;">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|colspan="3" align="left"|'''*''' These typical applications may require additional guidance with the district and referencing to the MUTCD.
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Stationary Shoulder Work || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-3S.pdf TA-3S] ||style="text-align:center;" | 616.8.3S || style="text-align:center;" | 9-15-23
|}
 
</div>
</div>
 
</div>
</div>
 
<!-- WORK WITHIN THE TRAVELED WAY OF A TWO-LANE HIGHWAY -->
<div class="mw-customtoggle-TA3" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Within the Traveled Way of a Two-Lane Highway</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
<div class="mw-customtoggle-TA3a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3a" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Mobile Operation on a Two-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-17M.pdf TA-17M] ||style="text-align:center;" | 616.8.17M || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Striping Operations on a Two-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-17STRIPE.pdf TA-17STRIPE] ||style="text-align:center;" | 616.8.17STRIPE || style="text-align:center;" | 2-1-24
|}
 
</div>
</div>
 
<div class="mw-customtoggle-TA3b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Road Closure</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3b" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Road Closure || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-8A.pdf TA-8A] ||style="text-align:center;" | 616.8.8A || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Road Closure with Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-8B.pdf TA-8B] ||style="text-align:center;" | 616.8.8B || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Road Closed Beyond Junction Detour || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-9.pdf TA-9] ||style="text-align:center;" | 616.8.9 || style="text-align:center;" | 9-15-23
|}
 
</div>
</div>
 
<div class="mw-customtoggle-TA3c" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3c" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Short Duration Lane Closure on a Two-Lane Highway using Flaggers || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SD.pdf TA-10SD] ||style="text-align:center;" | 616.8.10SD || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Short Duration Lane Closure on a Two-Lane Highway with Less than 400 AADT || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SD400AADT.pdf TA-10SD400AADT] ||style="text-align:center;" | 616.6.8.616.8.10SD400AADT || style="text-align:center;" | 4-1-24
|-style="vertical-align:top;"
| Short Duration Lane Closure on a Two-Lane Highway using TMA Flaggers || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SDTMA.pdf TA-10SDTMA] ||style="text-align:center;" | 616.8.10SDTMA || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Short Duration Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30SDTWLTL.pdf TA-30SDTWLTL] ||style="text-align:center;" | 616.6.8.30SDTWLTL || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
|}
 
</div>
</div>
 
<div class="mw-customtoggle-TA3d" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3d" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Stationary Lane Closure on a Two-Lane Highway using Flaggers || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10S.pdf TA-10S] ||style="text-align:center;" | 616.8.10S || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Lane Closure on a Two-Lane Highway using Automated Flagger Assistance Device (AFADs) || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SAFAD.pdf TA-10SAFAD] ||style="text-align:center;" | 616.8.10SAFAD || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Lane Closure on a Two-Lane Highway using Portable Signal Flagger Devices (PSFDs) || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SPSFD.pdf TA-10SPSFD] ||style="text-align:center;" | 616.8.10SPSFD || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Lane Closure on a Two-Lane Highway using a TMA Flagger || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10STMA1.pdf TA-10STMA1] ||style="text-align:center;" | 616.8.10STMA1 || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Lane Closure on a Two-Lane Highway using Multiple TMA Flaggers || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10STMA2.pdf TA-10STMA2] ||style="text-align:center;" | 616.8.10STMA2 || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Lane Closure on Two-Lane Highways Using Traffic Control Signals || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-12.pdf TA-12] ||style="text-align:center;" | 616.8.12 || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30STWLTL.pdf TA-30STWLTL] ||style="text-align:center;" | 616.8.30STWLTL || style="text-align:center;" | 9-15-23
|}
 
</div>
</div>
 
<div class="mw-customtoggle-TA3e" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Support Figures</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3e" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Support Figure Description !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Flagger_Control_for_Resurfacing_or_Moving_Operations_on_a_Two-Lane_Highway.pdf Flagger control for Resurfacing or Moving Operations on a Two-Lane Highway] || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Closure_on_a_Two-Lane_Highway_near_Intersections.pdf Lane Closure on a Two-Lane Highway near Intersections] || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Closure_on_a_Two-Lane_Highway–3_Mile_Flagging_Scenarios.pdf Lane Closure on a Two-Lane Highway - 3 mile Flagging Scenarios] || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Restriction_on_a_Two-Lane_Highway_Vertical_Clearance_at_Bridge.pdf Lane Restriction on a Two-Lane Highway Vertical Clearance at Bridge] || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Side_Roads_Entering_Work_Zones.pdf Side Roads Entering Work Zones] || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-TMA_Flagger_Design.pdf TMA Flagger Design] || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Closure_on_Alternate_Passing_Lanes.pdf Lane Closure on Alternating Passing Lanes] || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Begin-End_of_Project_Signing.pdf Begin/End of Project Signing] || style="text-align:center;" | 9-15-23
|}
 
</div>
</div>
 
</div>
</div>
 
<!--  WORK WITHIN THE TRAVELED WAY AT AN INTERSECTION AND ON SIDEWALKS -->
<div class="mw-customtoggle-TA4" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Within the Traveled Way at an Intersection and on Sidewalks</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA4">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
<div class="mw-customtoggle-TA4a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA4a" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Short Duration Center Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-21SD.pdf TA-21SD] ||style="text-align:center;" | 616.8.21SD || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Short Duration Right Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-22SD.pdf TA-22SD] ||style="text-align:center;" | 616.8.22SD || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Short Duration Left Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-23SD.pdf TA-23SD] ||style="text-align:center;" | 616.8.23SD || style="text-align:center;" | 9-15-23
|}
 
</div>
</div>
 
<div class="mw-customtoggle-TA4b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA4b" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Stationary Center Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-21S.pdf TA-21S] ||style="text-align:center;" | 616.8.21S || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Right Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-22S.pdf TA-22S] ||style="text-align:center;" | 616.8.22S || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Left Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-23S.pdf TA-23S] ||style="text-align:center;" | 616.8.23S || style="text-align:center;" | 9-15-23
|}
 
</div>
</div>
 
</div>
</div>
 
<!--  WORK WITHIN THE TRAVELED WAY OF A MULTI-LANE HIGHWAY -->
<div class="mw-customtoggle-TA5" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Within the Traveled Way of a Multi-Lane Highway</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
<div class="mw-customtoggle-TA5a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5a" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Mobile Operation on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-35M.pdf TA-35M] ||style="text-align:center;" | 616.8.35M || style="text-align:center;" | 2-1-24
|-style="vertical-align:top;"
| Pavement Marking Operation on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-35STRIPE.pdf TA-35STRIPE] ||style="text-align:center;" | 616.8.35STRIPE || style="text-align:center;" | 2-1-24
|}
 
</div>
</div>
 
<div class="mw-customtoggle-TA5b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5b" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Short Duration Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30SDTWLTL.pdf TA-30SDTWLTL] ||style="text-align:center;" | 616.6.8.30SDTWLTL || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Short Duration Lane Closure on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-33SD.pdf TA-33SD] ||style="text-align:center;" | 616.8.33SD || style="text-align:center;" | 2-1-24
|-style="vertical-align:top;"
| Short Duration Work on Exit Ramps || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-43SD.pdf TA-43SD] ||style="text-align:center;" | 616.8.43SD || style="text-align:center;" | 9-15-23
|}
 
</div>
</div>
 
<div class="mw-customtoggle-TA5c" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5c" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">
 
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Stationary Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30STWLTL.pdf TA-30STWLTL] ||style="text-align:center;" | 616.8.30STWLTL || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Lane Closure on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-33S.pdf TA-33S] ||style="text-align:center;" | 616.8.33S || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Lane Closure with Temporary Traffic Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-34B.pdf TA-34B] ||style="text-align:center;" | 616.8.34B || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Double Lane Closures on Interior Lane on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-37S.pdf TA-37S] ||style="text-align:center;" | 616.8.37S || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Closure of Interior Lane on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-38S.pdf TA-38S] ||style="text-align:center;" | 616.8.38S || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Work in the Vicinity of an Exit Ramp || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-42S.pdf TA-42S] ||style="text-align:center;" | 616.8.42S || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Ramp By-Pass || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-43B.pdf TA-43B] ||style="text-align:center;" | 616.8.43B || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Work on Ramps || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-43S.pdf TA-43S] ||style="text-align:center;" | 616.8.43S || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Entrance Ramp Closure || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-44A.pdf TA-44A] ||style="text-align:center;" | 616.8.44A || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Stationary Work in the Vicinity of an Entrance Ramp || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-44S.pdf TA-44S] ||style="text-align:center;" | 616.8.44S || style="text-align:center;" | 9-15-23
|}
|}
</center>


</div>
</div>


===<center>Listing of Typical Applications for Design and Construction and Materials</center>===
<div class="mw-customtoggle-TA5d" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Support Figures</div>
<center>([[#Listing of Typical Applications for Maintenance|TAs for Maintenance]] are also available)
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5d" style="margin-left:45px;">
<div class="mw-collapsible-content" style="margin-bottom:15px;">


{|style="border:10px solid #BEBEBE; background:#ffffff" align="center"  margin-right:0px width="950"
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|-
|- style="vertical-align:top;"
! style="background:#BEBEBE" width="450" align="center"|Typical Application Description !!style="background:#BEBEBE" width="110"|TA No. !!style="background:#BEBEBE" width="290"|Design/Construction and Materials<br>Figure Number
! Support Figure Description !! style="width: 100px" | Effective Date
|-
|-style="vertical-align:top;"
!style="background:#f5f5f5" colspan="3" align="center"|Work Outside of the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.6 Work Outside of the Shoulder (MUTCD 6G.06)|EPG 616.7.6]])
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Closure_on_Alternate_Passing_Lanes.pdf Lane Closure on Alternating Passing Lanes] || style="text-align:center;" | 9-15-23
|-
|-style="vertical-align:top;"
|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.1%20Work%20Beyond%20the%20Shoulder%20on%20Divided%20and%20Undivided%20Highways%20-%20DECM.pdf 616.8.1 - DECM]
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Restriction_on_Divided_Highways_Width_Clearance_at_Bridge.pdf Lane Restriction on Divided Highways Width Clearance at Bridge] || style="text-align:center;" | 9-15-23
|-
|-style="vertical-align:top;"
|align="left"|Blasting Zone|| -|| Contact district personnel'''*'''
| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Begin-End_of_Project_Signing.pdf Begin/End of Project Signing] || style="text-align:center;" | 9-15-23
|-
!style="background:#f5f5f5" colspan="3" align="center"| Work on the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.7 Work on the Shoulder with No Encroachment (MUTCD 6G.07)|EPG 616.7.7]] and [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.8 Work on the Shoulder with Minor Encroachment (MUTCD 6G.8)|EPG 616.7.8]])
|-
|align="left"|Work on the Shoulder on Divided and Undivided Highways || TA-3||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.3%20Work%20on%20the%20Shoulder%20on%20Divided%20and%20Undivided%20Highways%20-%20DECM.pdf 616.8.3 - DECM]
|-
|align="left"|Shoulder Work on Divided and Undivided Highways Reduced Lane Widths ||TA-5||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.5%20Shoulder%20Work%20on%20Divided%20and%20Undivided%20Highways%20Reduced%20Lane%20Widths%20-%20DECM.pdf 616.8.5 - DECM]
|-
|align="left"|Shoulder Work with Minor Encroachment on Divided and Undivided Highways ||TA-6||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.6%20Shoulder%20Work%20with%20Minor%20Encroachment%20on%20Divided%20and%20Undivided%20Highways%20-%20DECM.pdf 616.8.6 - DECM]
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of a Two-Lane Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.10 Work Within the Traveled Way of a Two-Lane Highway (MUTCD 6G.10)|EPG 616.7.10]])
|-
|align="left"|Road Closure with a Diversion ||TA-7||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.7%20Road%20Closure%20with%20a%20Diversion%20-%20DECM.pdf 616.8.7 - DECM]
|-
|align="left"|Lane Shift on Two-Lane Roadway ||TA-7a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.7a%20Lane%20Shift%20on%20Two-Lane%20Roadway%20-%20DECM.pdf 616.8.7a - DECM]
|-
|align="left"|Temporary Connection at Terminus of Divided Lane Facilities ||TA-7b||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.7b%20Temporary%20Connection%20at%20Terminus%20of%20Dividded%20Lane%20Facilities%20-%20DECM.pdf 616.8.7b - DECM]
|-
|align="left"|Highway Closure||TA-8|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.8%20Highway%20Closure%20-%20DECM.pdf 616.8.8 - DECM]
|-
|align="left"|Road Closed Beyond Junction Detour ||TA-9|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Maintenance%20TA/616.8.9%20(TA-9)%20Road%20Closed%20Beyond%20Junction%20Detour%20-%20MT%20-%20DECM.pdf 616.8.9 - DECM, MT]
|-
|align="left"|Lane Closure on Two-Lane Road Using Flaggers ||TA-10||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.10%20Lane%20Closure%20on%20Two-Lane%20Road%20Using%20Flaggers%20-%20DECM.pdf 616.8.10 - DECM]
|-
|align="left"|Lane Closure on Two-Lane Road Using Automated Flagger Assistance Devices (AFAD)-Red and Amber Signal System ||TA-10a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.10a%20Lane%20Closure%20on%20Two-Lane%20Road%20Using%20Automated%20Flagger%20Assistance%20Devices%20(AFAD)-Red%20and%20Amber%20Signal%20System%20-%20DECM.pdf 616.8.10a - DECM]
|-
|align="left"|Lane Closure on Two-Lane Road Using Portable Signal Flagging Devices (PSFD)||TA-10c||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.10c%20Lane%20Closure%20on%20Two-Lane%20Road%20Using%20Portable%20Signal%20Flagging%20Devices%20(PSFD)%20-%20DECM.pdf 616.8.10c - DECM]
|-
|align="left"|Flagger Control for Resurfacing or Moving Operation One-Lane Two-Way Operation ||TA-10d||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.10d%20Flagger%20Control%20for%20Resurfacing%20or%20Moving%20Operation%20One-lane%20two-way%20Operation%20-%20DECM.pdf 616.8.10d - DECM]
|-
|align="left"|Lane Restriction on Two-Lane Roadway - Vertical Clearance at Bridge ||TA-10e||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.10e%20Lane%20Restriction%20on%20Two-Lane%20Roadway%20-%20Vertical%20Clearance%20at%20Bridge%20-%20DECM.pdf 616.8.10e - DECM]
|-
|align="left"|Public Road Crossing Another Road Under Construction ||TA-10f||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.10f%20Public%20Road%20Crossing%20Another%20Road%20Under%20Construction%20-%20DECM.pdf 616.8.10f - DECM]
|-
|align="left"|Side Roads Entering Work Zones ||TA-10g||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.10g%20%20Side%20Roads%20Entering%20Work%20Zones%20-%20DECM.pdf 616.8.10g - DECM]
|-
|align="left"|Lane Closure on a Two-Lane Road Using Traffic Control Signals||TA-12||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.12%20Lane%20Closure%20on%20a%20Two-lane%20Road%20Using%20Traffic%20Control%20Signals%20-%20DECM.pdf 616.8.12 - DECM]
|-
|align="left"|Portable Traffic Signal, Temporary Traffic Signal and Concrete Barrier Details||TA-12a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.12a%20Portable%20Traffic%20Signal,%20Temporary%20Traffic%20Signal%20and%20Concrete%20Barrier%20Details.pdf 616.8.12a - DECM]
|-
|align="left"|Estimated Average Peak Hour Signal Delay for Signal Control - One-lane Two-way Operation ||TA-12b||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.12b%20Estimated%20Average%20Peak%20Hour%20Signal%20Delay%20for%20Signal%20Control%20-%20One-lane%20Two-way%20Operation%20-%20DECM.pdf 616.8.12b - DECM]
|-
|align="left"|Work in the Center of a Road with Low Traffic Volumes|| - || N/A in MoDOT
|-
|align="left"|Temporary Road Closure ||TA-13||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.13%20Temporary%20Road%20Closure%20-%20DECM.pdf 616.8.13 - DECM]
|-
|align="left"|Truck and Equipment Crossing or Entrance ||TA-14||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.14%20Truck%20and%20Equipment%20Crossing%20or%20Entrance%20-%20DECM.pdf 616.8.14 - DECM]
|-
|align="left"|Equipment Crossing or Entrance on Divided Highway Truck and Equipment Crossing or Entrance ||TA-14a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.14a%20Equipment%20Crossing%20or%20Entrance%20on%20Divided%20Highway%20Truck%20and%20Equipment%20Crossing%20or%20Entrance%20-%20DECM.pdf 616.8.14a - DECM]
|-
|align="left"|Temporary Median Opening - Truck and Equipment Crossing or Entrance ||TA-14b||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.14b%20Tempoary%20Median%20Opening%20-%20Truck%20and%20Equipment%20Crossing%20or%20Entrance%20-%20DECM.pdf 616.8.14b - DECM]
|-
|align="left"|Mobile Operation on Two-Lane Highways ||TA-17||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.17%20Mobile%20Operation%20on%20Two-Lane%20Highways%20-%20DECM.pdf 616.8.17 - DECM]
|-
|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.17A%20Centerline-Edgeline%20Striping%20on%20Two-Lane%20Highways%20-%20DECM.pdf 616.8.17a - DECM]
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of an Urban Street (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.11 Work Within the Traveled Way of an Urban Street (MUTCD 6G.11)|EPG 616.7.11]])
|-
|align="left"|Lane Closure on a Minor Street|| - || N/A in MoDOT
|-
|align="left"|Highway Closure||TA-8 || [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.8%20Highway%20Closure%20-%20DECM.pdf 616.8.8 - DECM]
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way at an Intersection and on Sidewalks (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.13 Work Within the Traveled Way at an Intersection (MUTCD 6G.13)|EPG 616.7.13]])
|-
|align="left"|Right Lane Closure at Intersection - Work on Near or Far Side ||TA-22|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.22%20Right%20Lane%20Closure%20at%20Intersection%20-%20Work%20on%20Near%20or%20Far%20Side%20-DECM.pdf 616.8.22 - DECM]
|-
|align="left"|Right Lane Closure at Intersection - Work on Far Side Only ||TA-22a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.22a%20Right%20Lane%20Closure%20at%20Intersection%20-%20Work%20on%20Far%20Side%20Only%20-DECM.pdf 616.8.22a - DECM]
|-
|align="left"|Right Lane Closure at Intersection - Through Lane at Intersection ||TA-22b|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.22b%20Right%20Lane%20Closure%20at%20Intersection%20-%20Through%20Lane%20at%20Intersection%20-DECM.pdf 616.8.22b - DECM]
|-
|align="left"|Left Lane Closure at Intersection - Work on Near or Far Side || TA-23||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.23%20Left%20Lane%20Closure%20at%20Intersection%20-%20Work%20on%20Near%20or%20Far%20Side%20-%20DECM.pdf 616.8.23 - DECM]
|-
|align="left"|Left Lane Closure at Intersection - Work on Far Side Only || TA-23a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.23a%20Left%20Lane%20Closure%20at%20Intersection%20-%20Work%20on%20Far%20Side%20Only%20-%20DECM.pdf 616.8.23a - DECM]
|-
|align="left"|Half Road Closure on the Far Side of an Intersection|| - || Contact district personnel'''*'''
|-
|align="left"|Multiple Lane Closures at an Intersection || - ||Contact district personnel'''*'''
|-
|align="left"|Closure in the Center of an Intersection || - ||Contact district personnel'''*'''
|-
|align="left"|Closure at the Side of an Intersection || - || Contact district personnel'''*'''
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.12 Work Within the Traveled Way of a Multi-Lane, Non-Access Controlled Highway (MUTCD 6G.12)|EPG 616.7.12]])
|-
|align="left"|Operations in Two-Way Left Turn Lane on Multi-Lane Undivided Highways||TA-30a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.30a%20Operations%20in%20Two-Way%20Left%20Turn%20Lane%20on%20Multi-Lane%20Undivided%20Highways%20-%20DECM.pdf 616.8.30a - DECM]
|-
|align="left"|Lane Closure Using Center Turn Lane - Lane Shift ||TA-31|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.31%20Lane%20Closure%20Using%20Center%20Turn%20Lane%20-%20Lane%20Shift%20-%20DECM.pdf 616.8.31 - DECM]
|-
|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.31a%20Lane%20Closure%20on%20Alternate%20Passing%20Lanes%20-%20DECM.pdf 616.8.31a - DECM]
|-
|align="left"|616.8.32 Two-Lane Closure on a 5-Lane Undivided Highway ||TA-32|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.32%20Two%20Lane%20Closure%20on%20a%205%20-lane%20Undivided%20Highway%20-%20DECM.pdf 616.8.32 - DECM]
|-
|align="left"|Stationary Lane Closure on a Divided Highway || TA-33||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.33%20Stationary%20Lane%20Closure%20on%20a%20Divided%20Highway%20-%20DECM.pdf 616.8.33 - DECM]
|-
|align="left"|Lane Closure with a Temporary Traffic Barrier || TA-34||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.34%20Lane%20Closure%20with%20a%20Temporary%20Traffic%20Barrier%20-%20DECM.pdf 616.8.34 - DECM]
|-
|align="left"|Lane Closure with Width and Lane Restrictions || TA-34a||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.34a%20Lane%20Closure%20with%20Width%20and%20Lane%20Restrictions%20-%20DECM.pdf 616.8.34a - DECM]
|-
|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.35%20Mobile%20Operation%20on%20a%20Divided%20or%20Multi-Lane%20Highways%20-%20DECM.pdf 616.8.35 - DECM]
|-
|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.35a%20Centerline%20and-or%20Laneline%20Striping%20on%20Multi-lane,%20Undivided%20Highways%20-%20DECM.tcp.pdf 616.8.35a - DECM]
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of a Freeway or Expressway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.14 Work Within the Traveled Way of a Freeway or Expressway (MUTCD 6G.14)|EPG 616.7.14]])
|-
|align="left"|Double Lane Closure on a Freeway|| TA-37||[http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.37%20Double%20Lane%20Closure%20on%20a%20Freeway%20-%20DECM.pdf 616.8.37 - DECM]
|-
|align="left"|Interior Lane Closure on a Freeway||TA-38|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.38%20Interior%20Lane%20Closure%20on%20a%20Freeway%20-%20DECM.pdf 616.8.38 - DECM]
|-
|align="left"|Median Crossover on a Divided Highway, Sheet 1 of 2||TA-39|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.39%20Median%20Crossover%20on%20a%20Divided%20Highway%20-%20DECM%20-%20Sheet%201%20of%202.pdf 616.8.39, Sheet 1 of 2 - DECM]
|-
|align="left"|Median Crossover on a Divided Highway, Sheet 2 of 2||TA-39|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.39%20Median%20Crossover%20on%20a%20Divided%20Highway%20-%20DECM%20-%20Sheet%202%20of%202.pdf 616.8.39, Sheet 2 of 2- DECM]
|-
|align="left"|Median Crossover for an Entrance Ramp|| - || Contact district personnel'''*'''
|-
|align="left"|Median Crossover for an Exit Ramp || - ||Contact district personnel'''*'''
|-
|align="left"|Work in the Vicinity of an Exit Ramp ||TA-42|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.42%20Work%20in%20the%20Vicinity%20of%20an%20Exit%20Ramp%20-%20DECM.pdf 616.8.42 - DECM]
|-
|align="left"|Partial Exit Ramp Closure||TA-43|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.43%20Partial%20Exit%20Ramp%20Closure.pdf 616.8.43 - DECM]
|-
|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.44%20Work%20in%20the%20Vicinity%20of%20an%20Entrance%20Ramp%20-%20DECM.pdf 616.8.44 - DECM]
|-
|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.47a%20-%20Excavations%20with%20Steel%20Plate%20or%20Back%20Fill%20-%20Undivided%20Highways%20-%20DECM%20-%20MT.pdf 616.8.47a - DECM, MT]
|-
|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.47b%20-%20Excavations%20with%20Steel%20Plate%20or%20Back%20Fill%20-%20Divided%20Highways%20-%20DECM%20-%20MT.pdf 616.8.47b - DECM, MT]
|-
|align="left"|Intermediate Lane Closure ||TA-48|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.48%20Intermediate%20Lane%20Closure%20-%20DECM%20-%20MT.pdf 616.8.48 - DECM, MT]
|-
|align="left"|Signs in Narrow Medians ||TA-49|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.49%20Signs%20in%20Narrow%20Medians%20-%20DECM%20-%20MT.pdf 616.8.49 - DECM, MT]
|-
|align="left"|Begin-End of Project Signing||TA-50|| [http://sharepoint/systemdelivery/TR/mo/travinfoitsworkzonemanagment/workzones/Shared%20Documents/Section%20616/Design-Construction%20TA/616.8.50%20BEGIN-END%20OF%20PROJECT%20SIGNING.pdf 616.8.50 - DECM]
|-
|align="left"|Temporary Reversible Lane Using Movable Barriers|| - || Contact district personnel'''*'''
|-
!style="background:#f5f5f5" colspan="3" align="center"|Work in the Vicinity of a Grade Crossing (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.18 Work in the Vicinity of a Grade Crossing (MUTCD 6G.18)|EPG 616.7.18]])
|-
|align="left"|Work in the Vicinity of a Grade Crossing|| - || Contact district personnel'''*'''
|-
!style="background:#f5f5f5" colspan="3" align="center"|Sequential Flashing Warning Light (see [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#616.6.83 Warning Lights (MUTCD 6F.83)|EPG 616.6.83]])
|-
|align="left"|Sequential Flashing Warning Light|| - || [[616.6 Temporary Traffic Control Zone Devices (MUTCD 6F)#Fig. 616.6.83 Sequential Flashing Warning Light|616.6.83]]
|-
|colspan="3" align="left"|'''*''' These typical applications may require additional guidance with the district and referencing to the MUTCD.
|}
|}
</center>


</div>
</div>
</div>
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<!--  WORK AT RAILROAD CROSSING -->
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{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Stationary Work in the Vicinity of a Railroad Grade Crossing || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-46S.pdf TA-46S] ||style="text-align:center;" | 616.8.46S || style="text-align:center;" | 9-15-23
|}


</div>
</div>


</div>
</div>


'''Support.''' [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)|EPG 616.7]] contains discussions of typical TTC activities. EPG 616.8 presents typical applications for a variety of situations commonly encountered.  The typical applications provided in Chapter 6H of the MUTCD, the state of the practice, along with engineering judgment, was used as the basis of the development of the typical application for the temporary traffic control on the state highway system.  For construction projects, EPG 616 presents [[:Category:616 Temporary Traffic Control#Work Zone Figures|typical applications for work zones]].  [[616.23 Traffic Control for Field Operations|EPG 616.23]] presents typical applications for work performed by MoDOT maintenance personnel. 
<!-- EXCAVATIONS WITH STEEL PLATES -->
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While not every situation is addressed, the information illustrated can generally be adapted to a broad range of conditions. In many instances, an appropriate TTC plan is achieved by combining features from various typical applications.  For example, work at an intersection might present a near-side work zone for one street and a far-side work zone for the other street.  These treatments are found in two different typical applications, while a third typical application shows how to handle pedestrian crosswalk closures.  For convenience in using the typical application diagrams, Tables 616.3.4 and 616.3.5 are reproduced in this article.
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Procedures for establishing TTC zones vary with such conditions as road configuration, location of the work, work activity, duration of work, road user volumes, road vehicle mix (buses, trucks, cars, motorcycles and bicycles), and road user speeds.
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|- style="vertical-align:top;"
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-style="vertical-align:top;"
| Excavations with Steel Plate or Backfill on Undivided Highways || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-47A.pdf TA-47A] ||style="text-align:center;" | 616.8.47A || style="text-align:center;" | 9-15-23
|-style="vertical-align:top;"
| Excavations with Steel Plate or Backfill on Divided Highways || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-47B.pdf TA-47B] ||style="text-align:center;" | 616.8.47B || style="text-align:center;" | 9-15-23
|}


In general, the procedures illustrated represent minimum solutions for the situations depicted.  Except for the notes (which are clearly classified using headings as being Standard, Guidance, Option, or Support), the information presented in the typical applications can generally be regarded as Guidance.
</div>
</div>


'''Option.''' Other devices may be added to supplement the devices and device spacing may be adjusted to provide additional reaction time or delineation.  Fewer devices may be used based on field conditions.
</div>
</div>


'''Support.''' Figures and tables found throughout [[:Category:616 Temporary Traffic Control|EPG 616]] provide information for the development of TTC plans. Also, Table 616.3.4 is used for the determination of sign spacing and other dimensions for various area and roadway types.
===616.8.2.2 Legend for Typical Applications===
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[[image:616.8.jpg|center|750px|thumb|'''<center>Fig. 616.8.2 Meaning of Symbols on Typical Application Diagrams'''</center>]]


Fig. 616.8 is the legend for the temporary traffic control typical applications.  In many of the typical applications, sign spacings and other dimensions are indicated by letters using the criteria provided in Table 616.3.4. The taper lengths are provided in Table 616.3.5.


Most of the typical applications show TTC devices for only one direction.
===616.8.2.3 Examples of Highways===


==<center>Fig 616.8 Legend for Typical Applications==
{| style="margin: 1em auto 1em auto"
</center>  
|-
|colspan="3"|'''Divided Highway:''' Highway with physical separation of traffic in the opposite direction.
|-
|[[image:616.8.3.1.jpg|left|250px|thumb|<center>'''Median Separation'''</center>]]||[[image:616.8.2.jpg|left|250px|thumb|<center>'''Median Separation with Guard Cable'''</center>]]||[[image:616.8.3.jpg|left|250px|thumb|<center>'''Barrier Wall Separation'''</center>]]
|-
|
|-
|height="40"|
|-
|colspan="3"|'''Undivided Highway:''' Highway with no physical separation of traffic in the opposite direction.
|-
|[[image:616.8.3.4.jpg|left|250px|thumb|<center>'''Undivided Highway'''</center>]]||[[image:616.8.3.5.jpg|left|250px|thumb|<center>'''Multi-lane Undivided Highway'''</center>]]||[[image:616.8.3.6.jpg|left|250px|thumb|<center>'''Multi-lane with Turning Lane'''</center>]]
|}
{| style="margin: 1em auto 1em auto"
|-
|[[image:616.8.3.7.jpg|left|275px|thumb|<center>'''Multi-lane with Raised Median'''</center>]]||[[image:616.8.3.8.jpg|left|275px|thumb|<center>'''Multi-lane with Paved Narrow Median</center>''']]
|}


[[image:616.8.jpg|center|750px|thumb|'''<center>Fig. 616.8 Meaning of Symbols on Typical Application Diagrams'''</center>]]


==<center>Recommended Advance Warning Sign Minimum Spacing (Table 616.3.4)</center>==
===616.8.2.4 Recommended Advance Warning Sign Minimum Spacing===
<center>
<center>


{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|+  
|+ '''[[616.3 Temporary Traffic Control Elements (MUTCD Chapter 6C)#Table 616.3.4 Recommended Advance Warning Sign Minimum Spacing| Table 616.3.4, Recommended Advance Warning Sign Minimum Spacing]]'''
! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Sign Spacing<sup>'''2'''</sup>, ft.
! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Sign Spacing<sup>'''2'''</sup>, ft.
|-
|-
Line 349: Line 509:
|50 to 55|| 500|| 1000
|50 to 55|| 500|| 1000
|-
|-
|60 to 70||colspan="2"| SA-1000, SB-1500 and SC-2640
|60 to 70||1000||SA-1000<br/>SB-1500<br/>SC-2640
|-
|-
|align="left" colspan="3"|<sup>'''1'''</sup> Speed limit is based on posted speed limit.
|align="left" colspan="3"|<sup>'''1'''</sup> Speed limit is based on posted speed limit.
Line 359: Line 519:
</center>
</center>


==<center>Recommended Taper Length and Spacing (Table 616.3.5)</center>==
 
===616.8.2.5 Recommended Taper Length and Spacing===
<center>
<center>


{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
|+  
|+'''[https://epg.modot.org/index.php?title=616.3_Temporary_Traffic_Control_Elements_%28MUTCD_Chapter_6C%29#Table_616.3.5_Recommended_Taper_Length_and_Spacing Table 616.3.5, Recommended Taper Length and Spacing]'''
! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Taper Length<sup>'''2'''</sup>, ft. !!style="background:#BEBEBE" colspan="2"| Channelizing Spacing <sup>'''3'''</sup>, ft.
! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Taper Length<sup>'''2'''</sup>, ft. !!style="background:#BEBEBE" colspan="2"| Channelizing Spacing <sup>'''3'''</sup>, ft.
|-
|-
!style="background:#BEBEBE"| Shoulder<sup>'''4'''</sup> (T1)!!style="background:#BEBEBE"|Lane<sup>'''5'''</sup> (T2)!!style="background:#BEBEBE"|Tapers!!style="background:#BEBEBE"|Buffer/Work Areas
!style="background:#BEBEBE"| Shoulder<sup>'''4'''</sup> (T1)!!style="background:#BEBEBE"|Lane<sup>'''5'''</sup> (T2)!!style="background:#BEBEBE"|Tapers!!style="background:#BEBEBE"|Buffer/Work Areas
|-
|-
|up to 35||70|| 245|| 35<sup>6</sup> ||50<sup>6</sup>
|up to 35||70|| 245|| 35<sup>6</sup> ||40<sup>6</sup>
|-
|40 to 45||150|| 540|| 40<sup>6</sup>|| 100<sup>6</sup>
|-
|50 to 55||185|| 660|| 50<sup>7</sup>|| 100<sup>7</sup>
|-
|60 to 70||235|| 840|| 60<sup>7</sup>|| 100<sup>7</sup>
|-
|align="left" colspan="5"|<sup>'''1'''</sup> Speed limit is based on posted speed limit.
|-
|align="left" colspan="5"|<sup>'''2'''</sup> Taper lengths may be adjusted to accommodate crossroads, curves, intersections, ramps or other geometric features.
|-
|align="left" colspan="5"|<sup>'''3'''</sup> Channelizer spacing may be reduced to discourage traffic encroachment.
|-
|-
|align="left" colspan="5"|<sup>'''4'''</sup> Based on 10 ft. shoulder width.
|40 to 45||150|| 540|| 40<sup>6</sup>|| 80<sup>6</sup>
|-
|-
|align="left" colspan="5"|<sup>'''5'''</sup> Based on 12 ft. lane width.
|50 to 55||185|| 660|| 50<sup>7</sup>|| 80<sup>7</sup>
|-
|-
|align="left" colspan="5"|<sup>'''6'''</sup> Spacing reduced to 1/2 at intersections.
|60 to 70||235|| 840|| 60<sup>7</sup>|| 120<sup>7</sup>
|-
|-
|align="left" colspan="5"|<sup>'''7'''</sup> Spacing may be reduced to 1/2 at intersections.
|align="left" colspan="5"|<sup>'''1'''</sup> Speed limit is based on posted speed limit.<br/><sup>'''2'''</sup> Taper lengths may be adjusted to accommodate crossroads, curves, intersections, ramps or other geometric features.<br/><sup>'''3'''</sup> Channelizer spacing may be reduced to discourage traffic encroachment.<br/><sup>'''4'''</sup> Based on 10 ft. shoulder width.<br/><sup>'''5'''</sup> Based on 12 ft. lane width.<br/><sup>'''6'''</sup> Spacing reduced to 1/2 at intersections.<br/><sup>'''7'''</sup> Spacing may be reduced to 1/2 at intersections.
|}
|}
</center>
</center>


[[Category:616 Temporary Traffic Control|616.08]]
[[Category:616 Temporary Traffic Control|616.08]]

Latest revision as of 06:40, 12 July 2024

616.8.1 Temporary Traffic Control for Contract Plan Sheet Development

Each work zone is different and requires different temporary traffic control (TTC) plans. For contract plan sheets, MUTCD (2009) Chapter 6H provides the typical applications (TAs) to develop TTC plans and for in-field modifications as directed by the engineer. TAs should be altered, when needed, to fit the conditions of the specific work zone. See EPG 237 for additional plan sheet guidance.

References to work vehicle or shadow vehicle made in the MUTCD will be considered incidental and should be indicated as such on the TTC plans.

When optional items are referenced in the MUTCD, the contractor may, at their discretion, utilize the items as incidental. When the TTC plans indicate one or more of these items as required for stationary work activities, applicable pay items will apply and will be included. Field adjustments, as directed by the engineer, may require additional pay items via a change order. When use of a Truck Mounted Attenuator (TMA) is deemed necessary for one or more stationary work activities, this will be indicated on the TTC plans, the Truck Mounted Attenuator (TMA) for Stationary Work Activities JSP will be included in the contract, and the Truck Mounted Attenuator pay item will be provided.

TMAs used in mobile operations, such as striping, are considered incidental per Sec 612.5.

616.8.2 Temporary Traffic Control for MoDOT Employees

If you have questions about a Typical Application, please email WZTAQuestions@modot.mo.gov

These TAs are intended for the use of MoDOT employees. Before each work shift, all employees are required to participate in a pre-shift safety briefing. During the briefing, the applicable TAs should be printed out and then discussed to know the procedures to follow for the day’s work. This should include the risk-based assessment (RBA). The TAs shown in the EPG are considered current.

616.8.2.1 Typical Applications

[+/-] Emergency Traffic Control
Emergency Traffic Control Description ETC Number Effective Date
*Imminent Danger of a Human* on Roadway or Shoulder ETC-1 7/12/2024
*Unsafe Condition* on Roadway or Shoulder ETC-2 7/12/2024
[+/-] Work Beyond the Shoulder
[+/-] Mobile
Typical Application Description TA Number Figure Number Effective Date
Mobile Operation Work Beyond the Shoulder TA-1M 616.8.1M 9-15-23
[+/-] Short Duration
Typical Application Description TA Number Figure Number Effective Date
Short Duration Work Beyond the Shoulder TA-1SD 616.8.1SD 9-15-23
[+/-] Stationary
Typical Application Description TA Number Figure Number Effective Date
Stationary Work Beyond the Shoulder TA-1S 616.8.1S 9-15-23
[+/-] Work on the Shoulder
[+/-] Mobile
Typical Application Description TA Number Figure Number Effective Date
Mobile Operation on a Shoulder TA-4M 616.8.4M 9-15-23
[+/-] Short Duration
Typical Application Description TA Number Figure Number Effective Date
Short Duration Work on a Shoulder TA-4SD 616.8.4SD 9-15-23
[+/-] Shoulder Closure
Typical Application Description TA Number Figure Number Effective Date
Long-Term Shoulder Closure TA-5A 616.8.5A 9-15-23
Long-Term Shoulder Closure with Temporary Traffic Barrier TA-5B 616.8.5B 9-15-23
Shoulder Work with Minor Encroachment TA-6A 616.8.6A 9-15-23
Shoulder Work with Minor Encroachment with Temporary Traffic Barrier TA-6B 616.8.6B 9-15-23
[+/-] Stationary
Typical Application Description TA Number Figure Number Effective Date
Stationary Shoulder Work TA-3S 616.8.3S 9-15-23
[+/-] Work Within the Traveled Way of a Two-Lane Highway
[+/-] Mobile
Typical Application Description TA Number Figure Number Effective Date
Mobile Operation on a Two-Lane Highway TA-17M 616.8.17M 9-15-23
Striping Operations on a Two-Lane Highway TA-17STRIPE 616.8.17STRIPE 2-1-24
[+/-] Road Closure
Typical Application Description TA Number Figure Number Effective Date
Road Closure TA-8A 616.8.8A 9-15-23
Road Closure with Barrier TA-8B 616.8.8B 9-15-23
Road Closed Beyond Junction Detour TA-9 616.8.9 9-15-23
[+/-] Short Duration
Typical Application Description TA Number Figure Number Effective Date
Short Duration Lane Closure on a Two-Lane Highway using Flaggers TA-10SD 616.8.10SD 9-15-23
Short Duration Lane Closure on a Two-Lane Highway with Less than 400 AADT TA-10SD400AADT 616.6.8.616.8.10SD400AADT 4-1-24
Short Duration Lane Closure on a Two-Lane Highway using TMA Flaggers TA-10SDTMA 616.8.10SDTMA 9-15-23
Short Duration Lane Closure with a Two-Way Left Turn Lane TA-30SDTWLTL 616.6.8.30SDTWLTL 9-15-23
[+/-] Stationary
Typical Application Description TA Number Figure Number Effective Date
Stationary Lane Closure on a Two-Lane Highway using Flaggers TA-10S 616.8.10S 9-15-23
Stationary Lane Closure on a Two-Lane Highway using Automated Flagger Assistance Device (AFADs) TA-10SAFAD 616.8.10SAFAD 9-15-23
Stationary Lane Closure on a Two-Lane Highway using Portable Signal Flagger Devices (PSFDs) TA-10SPSFD 616.8.10SPSFD 9-15-23
Stationary Lane Closure on a Two-Lane Highway using a TMA Flagger TA-10STMA1 616.8.10STMA1 9-15-23
Stationary Lane Closure on a Two-Lane Highway using Multiple TMA Flaggers TA-10STMA2 616.8.10STMA2 9-15-23
Lane Closure on Two-Lane Highways Using Traffic Control Signals TA-12 616.8.12 9-15-23
Stationary Lane Closure with a Two-Way Left Turn Lane TA-30STWLTL 616.8.30STWLTL 9-15-23
[+/-] Support Figures
[+/-] Work Within the Traveled Way at an Intersection and on Sidewalks
[+/-] Short Duration
Typical Application Description TA Number Figure Number Effective Date
Short Duration Center Lane Closure at an Intersection TA-21SD 616.8.21SD 9-15-23
Short Duration Right Lane Closure at an Intersection TA-22SD 616.8.22SD 9-15-23
Short Duration Left Lane Closure at an Intersection TA-23SD 616.8.23SD 9-15-23
[+/-] Stationary
Typical Application Description TA Number Figure Number Effective Date
Stationary Center Lane Closure at an Intersection TA-21S 616.8.21S 9-15-23
Stationary Right Lane Closure at an Intersection TA-22S 616.8.22S 9-15-23
Stationary Left Lane Closure at an Intersection TA-23S 616.8.23S 9-15-23
[+/-] Work Within the Traveled Way of a Multi-Lane Highway
[+/-] Mobile
Typical Application Description TA Number Figure Number Effective Date
Mobile Operation on a Multi-Lane Highway TA-35M 616.8.35M 2-1-24
Pavement Marking Operation on a Multi-Lane Highway TA-35STRIPE 616.8.35STRIPE 2-1-24
[+/-] Short Duration
Typical Application Description TA Number Figure Number Effective Date
Short Duration Lane Closure with a Two-Way Left Turn Lane TA-30SDTWLTL 616.6.8.30SDTWLTL 9-15-23
Short Duration Lane Closure on a Multi-Lane Highway TA-33SD 616.8.33SD 2-1-24
Short Duration Work on Exit Ramps TA-43SD 616.8.43SD 9-15-23
[+/-] Stationary
Typical Application Description TA Number Figure Number Effective Date
Stationary Lane Closure with a Two-Way Left Turn Lane TA-30STWLTL 616.8.30STWLTL 9-15-23
Stationary Lane Closure on a Multi-Lane Highway TA-33S 616.8.33S 9-15-23
Lane Closure with Temporary Traffic Barrier TA-34B 616.8.34B 9-15-23
Stationary Double Lane Closures on Interior Lane on a Multi-Lane Highway TA-37S 616.8.37S 9-15-23
Stationary Closure of Interior Lane on a Multi-Lane Highway TA-38S 616.8.38S 9-15-23
Stationary Work in the Vicinity of an Exit Ramp TA-42S 616.8.42S 9-15-23
Ramp By-Pass TA-43B 616.8.43B 9-15-23
Stationary Work on Ramps TA-43S 616.8.43S 9-15-23
Entrance Ramp Closure TA-44A 616.8.44A 9-15-23
Stationary Work in the Vicinity of an Entrance Ramp TA-44S 616.8.44S 9-15-23
[+/-] Support Figures
[+/-] Work at Railroad Crossing
[+/-] Stationary
Typical Application Description TA Number Figure Number Effective Date
Stationary Work in the Vicinity of a Railroad Grade Crossing TA-46S 616.8.46S 9-15-23
[+/-] Excavations with Steel Plates
[+/-] Stationary
Typical Application Description TA Number Figure Number Effective Date
Excavations with Steel Plate or Backfill on Undivided Highways TA-47A 616.8.47A 9-15-23
Excavations with Steel Plate or Backfill on Divided Highways TA-47B 616.8.47B 9-15-23

616.8.2.2 Legend for Typical Applications


Fig. 616.8.2 Meaning of Symbols on Typical Application Diagrams


616.8.2.3 Examples of Highways

Divided Highway: Highway with physical separation of traffic in the opposite direction.
Median Separation
Median Separation with Guard Cable
Barrier Wall Separation
Undivided Highway: Highway with no physical separation of traffic in the opposite direction.
Undivided Highway
Multi-lane Undivided Highway
Multi-lane with Turning Lane
Multi-lane with Raised Median
Multi-lane with Paved Narrow Median


616.8.2.4 Recommended Advance Warning Sign Minimum Spacing

Table 616.3.4, Recommended Advance Warning Sign Minimum Spacing
Speed Limit1, mph Sign Spacing2, ft.
Undivided Highway Divided Highway
up to 35 2003 2003
40 to 45 350 500
50 to 55 500 1000
60 to 70 1000 SA-1000
SB-1500
SC-2640
1 Speed limit is based on posted speed limit.
2 Sign spacing may be adjusted, normally by increasing it, to accommodate field conditions and visibility.
3 For urban low speed, minimum recommended spacing in MUTCD is 100 ft.


616.8.2.5 Recommended Taper Length and Spacing

Table 616.3.5, Recommended Taper Length and Spacing
Speed Limit1, mph Taper Length2, ft. Channelizing Spacing 3, ft.
Shoulder4 (T1) Lane5 (T2) Tapers Buffer/Work Areas
up to 35 70 245 356 406
40 to 45 150 540 406 806
50 to 55 185 660 507 807
60 to 70 235 840 607 1207
1 Speed limit is based on posted speed limit.
2 Taper lengths may be adjusted to accommodate crossroads, curves, intersections, ramps or other geometric features.
3 Channelizer spacing may be reduced to discourage traffic encroachment.
4 Based on 10 ft. shoulder width.
5 Based on 12 ft. lane width.
6 Spacing reduced to 1/2 at intersections.
7 Spacing may be reduced to 1/2 at intersections.
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