View source for 616.8 Typical Applications (MUTCD 6H)

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==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, [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.

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==

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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>
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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===


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! 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;"
|  *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
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|  *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
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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;"
|  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
|}

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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;"
| 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
|}

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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 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
|}

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<!--  WORK ON THE SHOULDER -->
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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;"
| 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
|}

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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;"
| 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
|}

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<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>
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{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
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! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-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
|-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
|-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
|-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
|}

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<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>
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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 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
|}

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<!--  WORK WITHIN THE TRAVELED WAY OF A TWO-LANE HIGHWAY -->
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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;"
| 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
|}

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<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>
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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;"
| 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
|}

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<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>
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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;"
| 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;"
|}

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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 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
|}

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{| 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
|}

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<!--  WORK WITHIN THE TRAVELED WAY AT AN INTERSECTION AND ON SIDEWALKS -->
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<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>
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<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>
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<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>
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<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
|}

</div>
</div>

<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>
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<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-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-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;"
| [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 AT RAILROAD CROSSING -->
<div class="mw-customtoggle-TA6" 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 at Railroad Crossing</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA6">
<div class="mw-collapsible-content" style="margin-bottom:15px;">

<div class="mw-customtoggle-TA6a" 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-TA6a" 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 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>

<!--  EXCAVATIONS WITH STEEL PLATES -->
<div class="mw-customtoggle-TA7" 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">[+/-] Excavations with Steel Plates</div>
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<div class="mw-collapsible-content" style="margin-bottom:15px;">

<div class="mw-customtoggle-TA7a" 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-TA7a" 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;"
| 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
|}

</div>
</div>

</div>
</div>

===616.8.2.2 Legend for Typical Applications===
<!--
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<div style="font-family: Sans-serif; margin: auto; border:2px solid black; width:25%; background-color: #F0F0F0; padding:5px; border-radius:5px; box-shadow:10px 10px 5px #888888">
<center>[[media:616.8 legend 2016.pdf|Legend for the Design and Construction and Materials TAs]]</center>
</div>
-->
</br>
[[image:616.8.jpg|center|750px|thumb|'''<center>Fig. 616.8.2 Meaning of Symbols on Typical Application Diagrams'''</center>]]


===616.8.2.3 Examples of Highways===

{| style="margin: 1em auto 1em auto"
|-
|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>''']]
|}


===616.8.2.4 Recommended Advance Warning Sign Minimum Spacing===
<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" |Undivided Highway!! style="background:#BEBEBE"|Divided Highway
|-
|up to 35||	200<sup>'''3'''</sup>||	200<sup>'''3'''</sup>
|-
|40 to 45||	350||	500
|-
|50 to 55||	500||	1000
|-
|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>'''2'''</sup> Sign spacing may be adjusted, normally by increasing it, to accommodate field conditions and visibility.
|-
|align="left" colspan="3"|<sup>'''3'''</sup> For urban low speed, minimum recommended spacing in MUTCD is 100 ft.
|}
</center>


===616.8.2.5 Recommended Taper Length and Spacing===
<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"| 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>	||40<sup>6</sup>
|-
|40 to 45||150||	540||	40<sup>6</sup>||	80<sup>6</sup>
|-
|50 to 55||185||	660||	50<sup>7</sup>||	80<sup>7</sup>
|-
|60 to 70||235||	840||	60<sup>7</sup>||	120<sup>7</sup>
|-
|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>

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