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==616.8.1 Listing of Typical Applications==
<div style="float: right; margin-left: 10px; margin-top:7px; margin-bottom: 5px;">__TOC__</div>
<center><div style="margin-top:7px; margin-left: auto; margin-right: auto; display: inline-block; border:2px solid black; box-shadow:5px 5px 5px #888888">
[[File:Figure 616.16.1.png|center]]


===<center>Listing of Typical Applications for Maintenance</center>===
</div></center>


<center>([[#Listing of Typical Applications for Design and Construction and Materials|TAs for Design and Construction and Materials]] are also available)
=={{SpanID|616.16.1}}616.16.1 Typical Applications (MUTCD Section 6P.01)==


{|style="border:10px solid #ff9933; background:#ffffff" align="center" margin-right:0px width="850"
'''Support. '''[[616.14 Types of Temporary Traffic Control Zone Activities (MUTCD Chapter 6N)#616.14|EPG 616.14]] contains discussions of typical TTC activities. [[616.1 General (MUTCD Chapter 6A)#616.1.2|EPG 616.1.2]] contains discussions on development of TTC plans for the various activities. This article presents typical applications for a variety of situations commonly encountered. 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 TTC zone for one street and a far-side TTC zone for the other street. These treatments are found in two different typical applications in the MUTCD, while a third typical application shows how to handle pedestrian crosswalk closures.
|- 
 
! 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
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 MUTCD typical applications can generally be regarded as Guidance.
|-
 
!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]])
'''Option'''. TTC plans may deviate from the typical applications described in this article to allow for conditions and requirements of a particular site or jurisdiction.  
|-
 
|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1|| [[media:616.8.1 MT.pdf|616.8.1 - MT]]
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.
|-
 
|align="left"|Blasting Zone|| -|| Contact district personnel'''*'''  
'''Support'''. Figures and tables found throughout EPG 616 provide information for the development of TTC plans.
|-
 
!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]])
=={{SpanID|616.16.2}}616.16.2  Typical Applications for Contract Projects==
|-
 
|align="left"|Shoulder Work on Two-Lane Highways with Edgelines || TA-3||[[media:616.8.3 MT.pdf|616.8.3 - MT]]
'''Guidance. '''For contract projects, the typical applications in Chapter 6P of the [https://mutcd.fhwa.dot.gov/kno_11th_Edition.htm MUTCD] should be the basis for preparing TTC plans. The MUTCD typical applications themselves are not provided in the EPG, but are included in the EPG by reference.
|-
 
|align="left"|Shoulder Work on Two-Lane Highways without Edgelines || TA-3a|| [[media:616.8.3a MT.pdf| 616.8.3a - MT]]
'''Support. '''Table 6P-1 of the MUTCD is an index of the 54 typical applications. In the printed version of the MUTCD, the typical applications are shown on the right-hand page with notes on the facing page to the left. In the electronic version, the notes are shown on the page preceding the figure. The legend for the symbols used in the typical applications is provided in Table 6P-2 of the MUTCD. In many of the typical applications, sign spacings and other dimensions are indicated by letters using the criteria provided in [[616.2 Temporary Traffic Control Elements (MUTCD Chapter 6B)#tab616.2.4|Table 616.2.4]]. The formulas for determining taper lengths are provided in [[616.2 Temporary Traffic Control Elements (MUTCD Chapter 6B)#tab616.2.8.2|Table 616.2.8.2]].
|-
 
|align="left"|Shoulder Work on Divided Highways ||TA-5|| [[media:616.8.5 MT.pdf| 616.8.5 - MT]]
Most of the typical applications show TTC devices for only one direction.
|-
 
!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]])
=={{SpanID|616.16.3}}616.16.3  Typical Applications for MoDOT Internal Use==
|-
<div style="float: right; margin-left: 35px; margin-right: 35px; text-align: center; width:400px; border:1px solid black; background-color:white; padding:5px; border-radius:5px; box-shadow:5px 5px 5px #888888">
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 MT.pdf|616.8.8 - MT]]
<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>
|-
</div>
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT.pdf|616.8.8a - MT, DECM]]
'''Support. '''MoDOT has developed the following typical applications 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 typical applications 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 typical applications shown in the EPG are considered current.
|-
 
|align="left"|Road Closed Beyond Junction Detour ||TA-9|| [[media:616.8.9 MT.pdf|616.8.9 - MT, DECM]]
<!--  EMERGENCY TRAFFIC CONTROL -->
|-
<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>
|align="left"|Lane Closure on Two-Lane Highways With Edgelines Using Flaggers ||TA-10|| [[media:616.8.10 MT.pdf|616.8.10 - MT]]
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-ET1">
|-
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Flaggers  ||TA-10a|| [[media:616.8.10a MT.pdf|616.8.10a - MT]]
 
|-
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using AFAD Red Amber Signal System||TA-10b|| [[media:616.8.10b MT.pdf|616.8.10b - MT]]
|- style="vertical-align:top; background-color: #fca1fc"
|-
! style="background-color: #fca1fc" | Emergency Traffic Control Description !! style="width: 170px; background-color: #fca1fc" | ETC Number !! style="width: 230px; background-color: #fca1fc" | Effective Date
|align="left"|Lane Closure on Two-Lane Highways without Edgelines Using AFAD Red Amber Signal System||TA-10c|| [[media:616.8.10c MT.pdf|616.8.10c - MT]]
|-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
|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using Portable Signal Flagging Device||TA-10d|| [[media:616.8.10d MT.pdf|616.8.10d - MT]]
|-style="vertical-align:top;"
|-
|  *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 without Edgelines Using Portable Signal Flagging Device||TA-10e|| [[media:616.8.10e MT.pdf|616.8.10e - MT]]
|}
|-
 
|align="left"|Side Roads Entering Work Zones ||TA-10g|| [[media:616.8.10g MT.pdf|616.8.10g - MT]]
</div>
|-
</div>
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines||TA-11|| [[media:616.8.11 MT.pdf|616.8.11 - MT]]
 
|-
<!-- WORK BEYOND THE SHOULDER -->
|align="left"|Lane Closure on Two-Lane Highways With Edgelines||TA-12|| [[media:616.8.12 MT.pdf|616.8.12 - MT]]
<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; border-width:thin;border-style:solid; border-color:gray;">[+/-] Work Beyond the Shoulder</div>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1">
|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Traffic Control Signals||TA-12a|| [[media:616.8.12a MT.pdf|616.8.12a - MT]]
<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
<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>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1a" style="margin-left:45px;">
|align="left"|Surveying Along Centerline of Two-Way Highways without Edgelines ||TA-16|| [[media:616.8.16 MT.pdf|616.8.16 - MT]]
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|-
 
|align="left"|Mobile Operation on Two-Lane Highways with Edgelines ||TA-17|| [[media:616.8.17 MT.pdf|616.8.17 - MT]]
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|-
|- style="vertical-align:top;"
|align="left"|Mobile Operation on Two-Lane Highways without Edgelines ||TA-17a|| [[media:616.8.17a MT.pdf|616.8.17a - MT]]
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-
|-style="vertical-align:top;"
|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17b|| [[media:616.8.17b MT.pdf|616.8.17b - MT]]
| 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
|-
|}
!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>
|align="left"|Lane Closure on a Minor Street|| - || N/A in MoDOT
</div>
|-
 
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 MT.pdf|616.8.8 - MT]]
<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>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1b" style="margin-left:45px;">
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT.pdf|616.8.8a - MT, DECM]]
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|-
 
!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]])
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|-
|- style="vertical-align:top;"
|align="left"|Lane Closure on Near Side of Intersection ||TA-21|| [[media:616.8.21 MT.pdf|616.8.21 - MT]]
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-
|-style="vertical-align:top;"
|align="left"|Lane Closure of Right Lane on Far Side of Intersection ||TA-22|| [[media:616.8.22 MT.pdf|616.8.22 - MT]]
| 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 Left Lane on Far Side of Intersection ||TA-23|| [[media:616.8.23 MT.pdf|616.8.23- MT]]
 
|-
</div>
|align="left"|Sidewalk Detour or Diversion ||TA-28|| [[media:616.8.28 MT.pdf|616.8.28 - MT]]
</div>
|-
 
|align="left"|Crosswalk Closures and Pedestrian Detours || TA-29|| [[media:616.8.29 MT.pdf|616.8.29 - 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>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1c" style="margin-left:45px;">
|align="left"|Half Road Closure on the Far Side of an Intersection|| - || Contact district personnel'''*'''
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|-
 
|align="left"|Multiple Lane Closures at an Intersection || - ||Contact district personnel'''*'''
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|-
|- style="vertical-align:top;"
|align="left"|Closure in the Center of an Intersection || - ||Contact district personnel'''*'''
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-
|-style="vertical-align:top;"
|align="left"|Closure at the Side of an Intersection || - || Contact district personnel'''*'''
| 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
|-
|}
!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>
|align="left"|Lane Closure on Multi-Lane Undivided Highways ||TA-30|| [[media:616.8.30 MT.pdf|616.8.30 - MT]]
</div>
|-
 
|align="left"|Operations in Two-Way Left Turn Lane on Multi-Lane||TA-30a|| [[media:616.8.30a MT.pdf|616.8.30a - MT]]
</div>
|-
</div>
|align="left"|Lane Closure Using Two-Way Left Turn Lane on Undivided Highways ||TA-31|| [[media:616.8.31 MT.pdf|616.8.31 - MT]]
 
|-
<!--  WORK ON THE SHOULDER -->
|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a|| [[media:616.8.31a MT.pdf|616.8.31a - MT]]
<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; border-width:thin;border-style:solid; border-color:gray;">[+/-] Work on the Shoulder</div>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2">
|align="left"|Lane Closure on Left or Right Lane on Divided Highway|| TA-33|| [[media:616.8.33 MT.pdf|616.8.33 - MT]]
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|-
 
|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35|| [[media:616.8.35 MT.pdf|616.8.35 - 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>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2a" style="margin-left:45px;">
|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a|| [[media:616.8.35a MT.pdf|616.8.35a - MT]]
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|-
 
|align="left"|Edgeline Striping on Multi-Lane, Undivided Highways ||TA-35b|| [[media:616.8.35b MT.pdf|616.8.35b - MT]]
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|-
|- style="vertical-align:top;"
|align="left"|Lane Line and or Left Edgeline Striping on Divided Highways ||TA-35c|| [[media:616.8.35c MT.pdf|616.8.35c - MT]]
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-
|-style="vertical-align:top;"
|align="left"|Right Edgeline Striping on Divided Highways ||TA-35d|| [[media:616.8.35d MT.pdf|616.8.35d - MT]]
| 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
|-
|}
!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>
|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways || TA-37|| [[media:616.8.37 MT 2016.pdf|616.8.37 - MT]]
</div>
|-
 
|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways for Capacity ||TA-38|| [[media:616.8.38 MT 2016.pdf|616.8.38 - 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>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2b" style="margin-left:45px;">
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38a|| [[media:616.8.38a MT 2016.pdf|616.8.38a - MT]]
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|-
 
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38b|| [[media:616.8.38b MT 2016.pdf|616.8.38b - MT]]
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|-
|- style="vertical-align:top;"
|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38c|| [[media:616.8.38c MT 2016.pdf|616.8.38c - MT]]
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-
|-style="vertical-align:top;"
|align="left"|Median Crossover for an Entrance Ramp|| - || Contact district personnel'''*'''
| 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 Exit Ramp || - ||Contact district personnel'''*'''
 
|-
</div>
|align="left"|Work in the Vicinity of an Exit Ramp ||TA-42|| [[media:616.8.42 MT.pdf|616.8.42 - MT]]
</div>
|-
 
|align="left"|Work on Ramps||TA-43|| [[media:616.8.43 MT.pdf|616.8.43 - 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>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2c" style="margin-left:45px;">
|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44|| [[media:616.8.44 MT.pdf|616.8.44 - MT]]
<div class="mw-collapsible-content" style="margin-bottom:15px;">
|-
 
|align="left"|Lane Closure at Interchange||TA-44a|| [[media:616.8.44a MT.pdf|616.8.44a - MT]]
{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
|-
|- style="vertical-align:top;"
|align="left"|Work in the Vicinity of a Grade Crossing||TA-46|| [[media:616.8.46 MT.pdf|616.8.46 - MT]]
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-
|-style="vertical-align:top;"
|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a|| [[media:616.8.47a MT.pdf|616.8.47a - MT, DECM]]
| 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;"
|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b|| [[media:616.8.47b MT.pdf|616.8.47b - MT, DECM]]
| 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;"
|align="left"|Intermediate Lane Closure ||TA-48|| [[media:616.8.48 MT.pdf|616.8.48 - MT, DECM]]
| 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;"
|align="left"|Signs in Narrow Medians ||TA-49|| [[media:616.8.49 MT.pdf|616.8.49 - MT, DECM]]
| 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"|Temporary Reversible Lane Using Movable Barriers|| - || Contact district personnel'''*'''
 
|-
</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>
|-
 
|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-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>
|-
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2d" style="margin-left:45px;">
|colspan="3" align="left"|'''*''' These typical applications may require additional guidance with the district and referencing to the MUTCD.
<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 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; border-width:thin;border-style:solid; border-color:gray;">[+/-] 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; border-width:thin;border-style:solid; border-color:gray;">[+/-] 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; border-width:thin;border-style:solid; border-color:gray;">[+/-] 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
|}
|}
</center>


</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
|}


===<center>Listing of Typical Applications for Design and Construction and Materials</center>===
</div>
</div>


<center>[[media:616.8 legend.pdf|Legend for the Design and Construction and Materials TAs]]</center>
<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>
<center>([[#Listing of Typical Applications for Maintenance|TAs for Maintenance]] are also available)
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5c" 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
! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
|-
|-style="vertical-align:top;"
|align="left"|Spacing and Taper Lengths for Work Zone Signs, Channelizers and Concrete Barrier||TA-51||  [[media:616.8.51 DECM.pdf|616.8.51 - DECM]]
| 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;"
!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]])
| 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;"
|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1|| [[media:616.8.1 DECM.pdf|616.8.1 - DECM]]
| 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;"
|align="left"|Blasting Zone|| -|| Contact district personnel'''*'''
| 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;"
!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]])
| 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;"
|align="left"|Work on the Shoulder on Divided and Undivided Highways || TA-3|| [[media:616.8.3 DECM 2016.pdf|616.8.3 - DECM]]
| 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;"
|align="left"|Shoulder Work on Divided and Undivided Highways Reduced Lane Widths ||TA-5|| [[media:616.8.5 DECM 2016.pdf|616.8.5 - DECM]]
| 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;"
|align="left"|Shoulder Work with Minor Encroachment on Divided and Undivided Highways ||TA-6|| [[media:616.8.6 DECM 2016.pdf|616.8.6 - DECM]]
| 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;"
!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]])
| 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;"
|align="left"|Road Closure with a Diversion ||TA-7|| [[media:616.8.7 DECM.pdf|616.8.7 - DECM]]
| 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
|-
|align="left"|Lane Shift on Two-Lane Roadway ||TA-7a|| [[media:616.8.7a DECM.pdf|616.8.7a - DECM]]
|-
|align="left"|Temporary Connection at Terminus of Divided Lane Facilities ||TA-7b|| [[media:616.8.7b DECM.pdf|616.8.7b - DECM]]
|-
|align="left"|Highway Closure||TA-8|| [[media:616.8.8 DECM.pdf|616.8.8 - DECM]]
|-
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT.pdf|616.8.8a - MT, DECM]]
|-
|align="left"|Road Closed Beyond Junction Detour ||TA-9|| [[media:616.8.9 MT.pdf|616.8.9 - DECM, MT]]
|-
|align="left"|Lane Closure on Two-Lane Road Using Flaggers ||TA-10|| [[media:616.8.10 DECM.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|| [[media:616.8.10a DECM.pdf|616.8.10a - DECM]]
|-
|align="left"|Lane Closure on Two-Lane Road Using Portable Signal Flagging Devices (PSFD)||TA-10c|| [[media:616.8.10c DECM.pdf|616.8.10c - DECM]]
|-
|align="left"|Flagger Control for Resurfacing or Moving Operation One-Lane Two-Way Operation ||TA-10d|| [[media:616.8.10d DECM.pdf|616.8.10d - DECM]]
|-
|align="left"|Lane Restriction on Two-Lane Roadway - Vertical Clearance at Bridge ||TA-10e|| [[media:616.8.10e DECM.pdf|616.8.10e - DECM]]
|-
|align="left"|Public Road Crossing Another Road Under Construction ||TA-10f|| [[media:616.8.10f DECM.pdf|616.8.10f - DECM]]
|-
|align="left"|Side Roads Entering Work Zones ||TA-10g|| [[media:616.8.10g DECM.pdf|616.8.10g - DECM]]
|-
|align="left"|Lane Closure on a Two-Lane Road Using Traffic Control Signals||TA-12|| [[media:616.8.12 DECM.pdf| 616.8.12 - DECM]]
|-
|align="left"|Portable Traffic Signal, Temporary Traffic Signal and Concrete Barrier Details||TA-12a|| [[media:616.8.12a DECM.pdf|616.8.12a - DECM]]
|-
|align="left"|Estimated Average Peak Hour Signal Delay for Signal Control - One-lane Two-way Operation ||TA-12b|| [[media:616.8.12b DECM.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|| [[media:616.8.13 DECM.pdf|616.8.13 - DECM]]
|-
|align="left"|Truck and Equipment Crossing or Entrance ||TA-14|| [[media:616.8.14 DECM.pdf|616.8.14 - DECM]]
|-
|align="left"|Equipment Crossing or Entrance on Divided Highway Truck and Equipment Crossing or Entrance ||TA-14a|| [[media:616.8.14a DECM.pdf|616.8.14a - DECM]]
|-
|align="left"|Temporary Median Opening - Truck and Equipment Crossing or Entrance ||TA-14b|| [[media:616.8.14b DECM.pdf|616.8.14b - DECM]]
|-
|align="left"|Mobile Operation on Two-Lane Highways ||TA-17|| [[media:616.8.17 DECM.pdf|616.8.17 - DECM]]
|-
|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17a|| [[media:616.8.17a DECM.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 || [[media:616.8.8 DECM.pdf|616.8.8 - DECM]]
|-
|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| [[media:616.8.8a MT.pdf|616.8.8a - MT, 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|| [[media:616.8.22 DECM 1.pdf|616.8.22 - DECM]]
|-
|align="left"|Right Lane Closure at Intersection - Work on Far Side Only ||TA-22a|| [[media:616.8.22a DECM 1.pdf|616.8.22a - DECM]]
|-
|align="left"|Right Lane Closure at Intersection - Through Lane at Intersection ||TA-22b|| [[media:616.8.22b DECM 1.pdf|616.8.22b - DECM]]
|-
|align="left"|Left Lane Closure at Intersection - Work on Near or Far Side || TA-23|| [[media:616.8.23 DECM 1.pdf|616.8.23 - DECM]]
|-
|align="left"|Left Lane Closure at Intersection - Work on Far Side Only || TA-23a|| [[media:616.8.23a DECM 1.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|| [[media:616.8.30a DECM.pdf|616.8.30a - DECM]]
|-
|align="left"|Lane Closure Using Center Turn Lane - Lane Shift ||TA-31|| [[media:616.8.31 DECM.pdf|616.8.31 - DECM]]
|-
|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a|| [[media:616.8.31a DECM.pdf|616.8.31a - DECM]]
|-
|align="left"|Two-Lane Closure on a 5-Lane Undivided Highway ||TA-32|| [[media:616.8.32 DECM.pdf|616.8.32 - DECM]]
|-
|align="left"|Stationary Lane Closure on a Divided Highway || TA-33|| [[media:616.8.33 DECM.pdf|616.8.33 - DECM]]
|-
|align="left"|Lane Closure with a Temporary Traffic Barrier || TA-34|| [[media:616.8.34 DECM.pdf|616.8.34 - DECM]]
|-
|align="left"|Lane Closure with Width and Lane Restrictions || TA-34a|| [[media:616.8.34a DECM.pdf|616.8.34a - DECM]]
|-
|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35|| [[media:616.8.35 DECM.pdf|616.8.35 - DECM]]
|-
|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a|| [[media:616.8.35a DECM.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|| [[media:616.8.37 DECM 2016.pdf|616.8.37 - DECM]]
|-
|align="left"|Interior Lane Closure on a Freeway||TA-38|| [[media:616.8.38 DECM 2016.pdf|616.8.38 - DECM]]
|-
|align="left"|Median Crossover on a Divided Highway, Sheet 1 of 2||TA-39|| [[media:616.8.39 Sheet 1 DECM.pdf|616.8.39, Sheet 1 of 2 - DECM]]
|-
|align="left"|Median Crossover on a Divided Highway, Sheet 2 of 2||TA-39|| [[media:616.8.39 Sheet 2 DECM 2.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|| [[media:616.8.42 DECM.pdf|616.8.42 - DECM]]
|-
|align="left"|Partial Exit Ramp Closure||TA-43|| [[media:616.8.43 DECM.pdf|616.8.43 - DECM]]
|-
|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44|| [[media:616.8.44 DECM 1.pdf|616.8.44 - DECM]]
|-
|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a|| [[media:616.8.47a MT.pdf|616.8.47a - DECM, MT]]
|-
|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b|| [[media:616.8.47b MT.pdf|616.8.47b - DECM, MT]]
|-
|align="left"|Intermediate Lane Closure ||TA-48|| [[media:616.8.48 MT.pdf|616.8.48 - DECM, MT]]
|-
|align="left"|Signs in Narrow Medians ||TA-49|| [[media:616.8.49 MT.pdf|616.8.49 - DECM, MT]]
|-
|align="left"|Begin-End of Project Signing||TA-50|| [[media:616.8.50 DECM.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 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>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5d" 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-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>


'''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. 
<!-- 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; border-width:thin;border-style:solid; border-color:gray;">[+/-] Work at Railroad Crossing</div>
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<div class="mw-collapsible-content" style="margin-bottom:15px;">


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.
<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;">


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;"
| 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
|}


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.
<!--  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; border-width:thin;border-style:solid; border-color:gray;">[+/-] Excavations with Steel Plates</div>
<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA7">
<div class="mw-collapsible-content" style="margin-bottom:15px;">


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.  
<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>
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<div class="mw-collapsible-content" style="margin-bottom:15px;">


Most of the typical applications show TTC devices for only one direction.
{| 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
|}


==616.8.2 Legend for Typical Applications==
</div>
</div>


[[image:616.8.jpg|center|750px|thumb|'''<center>Fig. 616.8.2 Meaning of Symbols on Typical Application Diagrams'''</center>]]
</div>
</div>


<!--  COMPLEX INTERSECTION GUIDANCE -->
<div class="mw-customtoggle-TA8" onclick="window.location.href='https://www.google.com';" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #e6fff2; border-radius:5px; box-shadow:3px 3px 3px #888888; border-width:thin;border-style:solid; border-color:gray;">[https://modotgov.sharepoint.com/sites/cm Complex Intersection Guidance (MoDOT access only)]</div>


==616.8.3 Examples of Highways==
===616.16.3.1 Legend for Typical Applications===
<span id="tab616.16.3.1"></span>
<!--
</br>
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<center>[[media:616.8 legend 2016.pdf|Legend for the Design and Construction and Materials TAs]]</center>
</div>
</br-->
[[File:Figure 616.8.2 Meaning of Symbols on Typical Application Diagrams.jpg|center|750px|thumb|'''<center>Figure 616.8.2 Meaning of Symbols on Typical Application Diagrams'''</center>]]


===616.16.3.2 Examples of Highways===
<span id="tab616.16.3.2"></span>
{| style="margin: 1em auto 1em auto"
{| style="margin: 1em auto 1em auto"
|-
|-
|colspan="3"|'''Divided Highway:''' Highway with physical separation of traffic in the opposite direction.
|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>]]
|[[File:Median Separation.jpg|left|250px|thumb|<center>'''Median Separation'''</center>]]||[[File:Median Separation with Guard Cable.jpg|left|250px|thumb|<center>'''Median Separation with Guard Cable'''</center>]]||
[[File:Barrier Wall Separation.jpg|left|250px|thumb|<center>'''Barrier Wall Separation'''</center>]]
|-
|-
|
|
Line 361: Line 495:
|colspan="3"|'''Undivided Highway:''' Highway with no physical separation of traffic in the opposite direction.
|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>]]
|[[File:Undivided Highway.jpg|left|250px|thumb|<center>'''Undivided Highway'''</center>]]||[[File:Multi-lane Undivided Highway.jpg|left|250px|thumb|<center>'''Multi-lane Undivided Highway'''</center>]]||[[File:Multi-lane with Turning Lane.jpg|left|250px|thumb|<center>'''Multi-lane with Turning Lane'''</center>]]
|}
|}
{| style="margin: 1em auto 1em auto"
{| 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>''']]
|[[File:Multi-lane with Raised Median.jpg|left|275px|thumb|<center>'''Multi-lane with Raised Median'''</center>]]||[[File:Multi-lane with Paved Narrow Median.jpg|left|275px|thumb|<center>'''Multi-lane with Paved Narrow Median</center>''']]
|}
|}


==616.8.4 Recommended Advance Warning Sign Minimum Spacing==
===616.16.3.3 Recommended Advance Warning Sign Minimum Spacing===
<center>
<center id="tab616.16.3.3">


{| 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"
|+ '''[http://epg.modot.org/index.php?title=616.3_Temporary_Traffic_Control_Elements_%28MUTCD_Chapter_6C%29#Table_616.3.4__Recommended_Advance_Warning_Sign_Minimum_Spacing Table 616.3.4]'''
|+ '''Table 616.16.3.3 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.
|-
|-
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</center>
</center>


==616.8.5 Recommended Taper Length and Spacing==
===616.16.3.4 Recommended Taper Length and Spacing===
<center>
<center id="tab616.16.3.4">


{| 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"
|+'''[http://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]'''  
|+'''Table 616.16.3.4 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.
|-
|-
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|60 to 70||235|| 840|| 60<sup>7</sup>|| 120<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/>
|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.
<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 (MUTCD Part 6)|616.16]]
 
[[Category:616 Temporary Traffic Control|616.08]]

Latest revision as of 21:19, 25 November 2025

616.16.1 Typical Applications (MUTCD Section 6P.01)

Support. EPG 616.14 contains discussions of typical TTC activities. EPG 616.1.2 contains discussions on development of TTC plans for the various activities. This article presents typical applications for a variety of situations commonly encountered. 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 TTC zone for one street and a far-side TTC zone for the other street. These treatments are found in two different typical applications in the MUTCD, while a third typical application shows how to handle pedestrian crosswalk closures.

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 MUTCD typical applications can generally be regarded as Guidance.

Option. TTC plans may deviate from the typical applications described in this article to allow for conditions and requirements of a particular site or jurisdiction.

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.

Support. Figures and tables found throughout EPG 616 provide information for the development of TTC plans.

616.16.2 Typical Applications for Contract Projects

Guidance. For contract projects, the typical applications in Chapter 6P of the MUTCD should be the basis for preparing TTC plans. The MUTCD typical applications themselves are not provided in the EPG, but are included in the EPG by reference.

Support. Table 6P-1 of the MUTCD is an index of the 54 typical applications. In the printed version of the MUTCD, the typical applications are shown on the right-hand page with notes on the facing page to the left. In the electronic version, the notes are shown on the page preceding the figure. The legend for the symbols used in the typical applications is provided in Table 6P-2 of the MUTCD. In many of the typical applications, sign spacings and other dimensions are indicated by letters using the criteria provided in Table 616.2.4. The formulas for determining taper lengths are provided in Table 616.2.8.2.

Most of the typical applications show TTC devices for only one direction.

616.16.3 Typical Applications for MoDOT Internal Use

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

Support. MoDOT has developed the following typical applications 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 typical applications 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 typical applications shown in the EPG are considered current.

[+/-] 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
Complex Intersection Guidance (MoDOT access only)

616.16.3.1 Legend for Typical Applications

Figure 616.8.2 Meaning of Symbols on Typical Application Diagrams

616.16.3.2 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

616.16.3.3 Recommended Advance Warning Sign Minimum Spacing

Table 616.16.3.3 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.

616.16.3.4 Recommended Taper Length and Spacing

Table 616.16.3.4 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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