Difference between revisions of "616.8 Typical Applications (MUTCD 6H)"

Latest revision as of 06:40, 12 July 2024

616.8.1 Temporary Traffic Control for Contract Plan Sheet Development

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

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

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

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

616.8.2 Temporary Traffic Control for MoDOT Employees

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

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

616.8.2.1 Typical Applications

[+/-] Emergency Traffic Control

Emergency Traffic Control Description	ETC Number	Effective Date
Imminent Danger of a Human on Roadway or Shoulder	ETC-1	7/12/2024
Unsafe Condition on Roadway or Shoulder	ETC-2	7/12/2024

[+/-] Work Beyond the Shoulder

[+/-] Mobile

Typical Application Description	TA Number	Figure Number	Effective Date
Mobile Operation Work Beyond the Shoulder	TA-1M	616.8.1M	9-15-23

[+/-] Short Duration

Typical Application Description	TA Number	Figure Number	Effective Date
Short Duration Work Beyond the Shoulder	TA-1SD	616.8.1SD	9-15-23

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Stationary Work Beyond the Shoulder	TA-1S	616.8.1S	9-15-23

[+/-] Work on the Shoulder

[+/-] Mobile

Typical Application Description	TA Number	Figure Number	Effective Date
Mobile Operation on a Shoulder	TA-4M	616.8.4M	9-15-23

[+/-] Short Duration

Typical Application Description	TA Number	Figure Number	Effective Date
Short Duration Work on a Shoulder	TA-4SD	616.8.4SD	9-15-23

[+/-] Shoulder Closure

Typical Application Description	TA Number	Figure Number	Effective Date
Long-Term Shoulder Closure	TA-5A	616.8.5A	9-15-23
Long-Term Shoulder Closure with Temporary Traffic Barrier	TA-5B	616.8.5B	9-15-23
Shoulder Work with Minor Encroachment	TA-6A	616.8.6A	9-15-23
Shoulder Work with Minor Encroachment with Temporary Traffic Barrier	TA-6B	616.8.6B	9-15-23

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Stationary Shoulder Work	TA-3S	616.8.3S	9-15-23

[+/-] Work Within the Traveled Way of a Two-Lane Highway

[+/-] Mobile

Typical Application Description	TA Number	Figure Number	Effective Date
Mobile Operation on a Two-Lane Highway	TA-17M	616.8.17M	9-15-23
Striping Operations on a Two-Lane Highway	TA-17STRIPE	616.8.17STRIPE	2-1-24

[+/-] Road Closure

Typical Application Description	TA Number	Figure Number	Effective Date
Road Closure	TA-8A	616.8.8A	9-15-23
Road Closure with Barrier	TA-8B	616.8.8B	9-15-23
Road Closed Beyond Junction Detour	TA-9	616.8.9	9-15-23

[+/-] Short Duration

Typical Application Description	TA Number	Figure Number	Effective Date
Short Duration Lane Closure on a Two-Lane Highway using Flaggers	TA-10SD	616.8.10SD	9-15-23
Short Duration Lane Closure on a Two-Lane Highway with Less than 400 AADT	TA-10SD400AADT	616.6.8.616.8.10SD400AADT	4-1-24
Short Duration Lane Closure on a Two-Lane Highway using TMA Flaggers	TA-10SDTMA	616.8.10SDTMA	9-15-23
Short Duration Lane Closure with a Two-Way Left Turn Lane	TA-30SDTWLTL	616.6.8.30SDTWLTL	9-15-23

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Stationary Lane Closure on a Two-Lane Highway using Flaggers	TA-10S	616.8.10S	9-15-23
Stationary Lane Closure on a Two-Lane Highway using Automated Flagger Assistance Device (AFADs)	TA-10SAFAD	616.8.10SAFAD	9-15-23
Stationary Lane Closure on a Two-Lane Highway using Portable Signal Flagger Devices (PSFDs)	TA-10SPSFD	616.8.10SPSFD	9-15-23
Stationary Lane Closure on a Two-Lane Highway using a TMA Flagger	TA-10STMA1	616.8.10STMA1	9-15-23
Stationary Lane Closure on a Two-Lane Highway using Multiple TMA Flaggers	TA-10STMA2	616.8.10STMA2	9-15-23
Lane Closure on Two-Lane Highways Using Traffic Control Signals	TA-12	616.8.12	9-15-23
Stationary Lane Closure with a Two-Way Left Turn Lane	TA-30STWLTL	616.8.30STWLTL	9-15-23

[+/-] Support Figures

Support Figure Description	Effective Date
Flagger control for Resurfacing or Moving Operations on a Two-Lane Highway	9-15-23
Lane Closure on a Two-Lane Highway near Intersections	9-15-23
Lane Closure on a Two-Lane Highway - 3 mile Flagging Scenarios	9-15-23
Lane Restriction on a Two-Lane Highway Vertical Clearance at Bridge	9-15-23
Side Roads Entering Work Zones	9-15-23
TMA Flagger Design	9-15-23
Lane Closure on Alternating Passing Lanes	9-15-23
Begin/End of Project Signing	9-15-23

[+/-] 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

Support Figure Description	Effective Date
Lane Closure on Alternating Passing Lanes	9-15-23
Lane Restriction on Divided Highways Width Clearance at Bridge	9-15-23
Begin/End of Project Signing	9-15-23

[+/-] Work at Railroad Crossing

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Stationary Work in the Vicinity of a Railroad Grade Crossing	TA-46S	616.8.46S	9-15-23

[+/-] Excavations with Steel Plates

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Excavations with Steel Plate or Backfill on Undivided Highways	TA-47A	616.8.47A	9-15-23
Excavations with Steel Plate or Backfill on Divided Highways	TA-47B	616.8.47B	9-15-23

616.8.2.2 Legend for Typical Applications

Fig. 616.8.2 Meaning of Symbols on Typical Application Diagrams

616.8.2.3 Examples of Highways

Divided Highway: Highway with physical separation of traffic in the opposite direction.
Median Separation	Median Separation with Guard Cable	Barrier Wall Separation


Undivided Highway: Highway with no physical separation of traffic in the opposite direction.
Undivided Highway	Multi-lane Undivided Highway	Multi-lane with Turning Lane

Multi-lane with Raised Median

Multi-lane with Paved Narrow Median

616.8.2.4 Recommended Advance Warning Sign Minimum Spacing

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

616.8.2.5 Recommended Taper Length and Spacing

**Table 616.3.5, Recommended Taper Length and Spacing**
Speed Limit¹, mph	Taper Length², ft.		Channelizing Spacing ³, ft.
Speed Limit¹, mph	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.

Difference between revisions of "616.8 Typical Applications (MUTCD 6H)"

Latest revision as of 06:40, 12 July 2024

Contents

616.8.1 Temporary Traffic Control for Contract Plan Sheet Development

616.8.2 Temporary Traffic Control for MoDOT Employees

616.8.2.1 Typical Applications

616.8.2.2 Legend for Typical Applications

616.8.2.3 Examples of Highways

616.8.2.4 Recommended Advance Warning Sign Minimum Spacing

616.8.2.5 Recommended Taper Length and Spacing

Navigation menu

Personal tools

Namespaces

Variants

Views

More

Search

navigation box|Navigation

Search Options

Contact Us

Other MoDOT Standards

Tools

@@ Line 1: / Line 1: @@
-==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">
+[[image:TA-Header.png|center]]
+</div></center>
-===<center>Listing of Typical Applications for Maintenance</center>===
+==616.8.1 Temporary Traffic Control for Contract Plan Sheet Development==
-<center>([[#Listing of Typical Applications for Design and Construction and Materials|TAs for Design and Construction and Materials]] are also available)
+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.
-{|style="border:10px solid #ff9933; background:#ffffff" align="center"  margin-right:0px width="850"
+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.
-|-
-! 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
+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.
-|-
-!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]])
+TMAs used in mobile operations, such as striping, are considered incidental per Sec 612.5.
-|-
-|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1|| [[media:616.8.1 MT.pdf|616.8.1 - MT]]
+==616.8.2 Temporary Traffic Control for MoDOT Employees==
-|-
-|align="left"|Blasting Zone|| -||	Contact district personnel'''*'''
+<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">
-|-
+<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>
-!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]])
+</div>
-|-
-|align="left"|Shoulder Work on Two-Lane Highways with Edgelines ||	TA-3||[[media:616.8.3 MT.pdf|616.8.3 - MT]]
+These TAs are intended for the use of MoDOT employees. Before each work shift, all employees are required to participate in a pre-shift safety briefing.  During the briefing, the applicable TAs should be printed out and then discussed to know the procedures to follow for the day’s work. This should include the risk-based assessment (RBA). The TAs shown in the EPG are considered current.
-|-
-|align="left"|Shoulder Work on Two-Lane Highways without Edgelines ||	TA-3a|| [[media:616.8.3a MT.pdf| 616.8.3a - MT]]
+===616.8.2.1 Typical Applications===
-|-
-|align="left"|Shoulder Work on Divided Highways ||TA-5|| [[media:616.8.5 MT.pdf| 616.8.5 - MT]]
-|-
+<!--  EMERGENCY TRAFFIC CONTROL -->
-!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]])
+<div class="mw-customtoggle-ET1" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #ff67ff; border-radius:5px; box-shadow:3px 3px 3px #888888; border-width:thin;border-style:solid; border-color:gray;">[+/-] Emergency Traffic Control</div>
-|-
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-ET1">
-|align="left"|Highway Closure||TA-8|| 	[[media:616.8.8 MT.pdf|616.8.8 - MT]]
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| 	[[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|-
+|- style="vertical-align:top; background-color: #fca1fc"
-|align="left"|Road Closed Beyond Junction Detour ||TA-9||	[[media:616.8.9 MT.pdf|616.8.9 - MT, DECM]]
+! style="background-color: #fca1fc" | Emergency Traffic Control Description !! style="width: 170px; background-color: #fca1fc" | ETC Number !! style="width: 230px; background-color: #fca1fc" | Effective Date
-|-
+|-style="vertical-align:top;"
-|align="left"|Lane Closure on Two-Lane Highways With Edgelines Using Flaggers ||TA-10|| [[media:616.8.10 MT 2017.pdf|616.8.10 - MT]]
+|  *Imminent Danger of a Human* on Roadway or Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Emergency_Traffic_Control/ETC-1.pdf ETC-1] || style="text-align:center;" | 7/12/2024
-|-
+|-style="vertical-align:top;"
-|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Flaggers  ||TA-10a|| [[media:616.8.10a MT 2017.pdf|616.8.10a - MT]]
+|  *Unsafe Condition* on Roadway or Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Emergency_Traffic_Control/ETC-2.pdf ETC-2] || style="text-align:center;" | 7/12/2024
-|-
+|}
-|align="left"|Lane Closure on Two-Lane Highways with Edgelines Using AFAD Red Amber Signal System||TA-10b|| [[media:616.8.10b MT.pdf|616.8.10b - MT]]
-|-
+</div>
-|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]]
+</div>
-|-
-|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]]
+<!--  WORK BEYOND THE SHOULDER -->
-|-
+<div class="mw-customtoggle-TA1" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Beyond the Shoulder</div>
-|align="left"|Lane Closure on Two-Lane Highways without Edgelines Using Portable Signal Flagging Device||TA-10e|| [[media:616.8.10e MT.pdf|616.8.10e - MT]]
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|align="left"|Side Roads Entering Work Zones ||TA-10g|| [[media:616.8.10g MT 2019.pdf|616.8.10g - MT]]
-|-
+<div class="mw-customtoggle-TA1a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
-|align="left"|Lane Closure on Two-Lane Highways Without Edgelines||TA-11|| [[media:616.8.11 MT 2016.pdf|616.8.11 - MT]]
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1a" style="margin-left:45px;">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|align="left"|Lane Closure on Two-Lane Highways With Edgelines||TA-12|| [[media:616.8.12 MT 2016.pdf|616.8.12 - MT]]
-|-
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|align="left"|Lane Closure on Two-Lane Highways Without Edgelines Using Traffic Control Signals||TA-12a|| [[media:616.8.12a MT 2016.pdf|616.8.12a - MT]]
+|- style="vertical-align:top;"
-|-
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
-|align="left"|Work in the Center of a Road with Low Traffic Volumes|| - ||	N/A in MoDOT
+|-style="vertical-align:top;"
-|-
+|  Mobile Operation Work Beyond the Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-1M.pdf TA-1M] ||style="text-align:center;" | 616.8.1M || style="text-align:center;" | 9-15-23
-|align="left"|Surveying Along Centerline of Two-Way Highways without Edgelines ||TA-16|| [[media:616.8.16 MT.pdf|616.8.16 - MT]]
+|}
-|-
-|align="left"|Mobile Operation on Two-Lane Highways with Edgelines ||TA-17|| [[media:616.8.17 MT.pdf|616.8.17 - MT]]
+</div>
-|-
+</div>
-|align="left"|Mobile Operation on Two-Lane Highways without Edgelines ||TA-17a|| [[media:616.8.17a MT.pdf|616.8.17a - 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>
-|align="left"|Centerline-Edgeline Striping on Two-Lane Highways ||TA-17b|| [[media:616.8.17b MT.pdf|616.8.17b - MT]]
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1b" style="margin-left:45px;">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-!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]])
-|-
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|align="left"|Lane Closure on a Minor Street|| - ||	N/A in MoDOT
+|- style="vertical-align:top;"
-|-
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
-|align="left"|Highway Closure||TA-8||	[[media:616.8.8 MT.pdf|616.8.8 - MT]]
+|-style="vertical-align:top;"
-|-
+| Short Duration Work Beyond the Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-1SD.pdf TA-1SD] ||style="text-align:center;" | 616.8.1SD || style="text-align:center;" | 9-15-23
-|align="left"|Closure of Existing Bridges or Non-Traversable Roads||TA-8a|| 	[[media:616.8.8a MT 2018.pdf|616.8.8a - MT, DECM]]
+|}
-|-
-!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]])
+</div>
-|-
+</div>
-|align="left"|Lane Closure on Near Side of Intersection ||TA-21|| 	[[media:616.8.21 MT.pdf|616.8.21 - MT]]
-|-
+<div class="mw-customtoggle-TA1c" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
-|align="left"|Lane Closure of Right Lane on Far Side of Intersection ||TA-22||	[[media:616.8.22 MT.pdf|616.8.22 - MT]]
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1c" style="margin-left:45px;">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|align="left"|Lane Closure of Left Lane on Far Side of Intersection ||TA-23||	[[media:616.8.23 MT 2016.pdf|616.8.23 - MT]]
-|-
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|align="left"|Sidewalk Detour or Diversion ||TA-28||	[[media:616.8.28 MT 2017.pdf|616.8.28 - MT]]
+|- style="vertical-align:top;"
-|-
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
-|align="left"|Crosswalk Closures and Pedestrian Detours ||	TA-29|| [[media:616.8.29 MT 2017.pdf|616.8.29 - MT]]
+|-style="vertical-align:top;"
-|-
+| Stationary Work Beyond the Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-1S.pdf TA-1S] ||style="text-align:center;" | 616.8.1S || style="text-align:center;" | 9-15-23
-|align="left"|Half Road Closure on the Far Side of an Intersection|| - ||	Contact district personnel'''*'''
+|}
-|-
-|align="left"|Multiple Lane Closures at an Intersection	|| - ||Contact district personnel'''*'''
+</div>
-|-
+</div>
-|align="left"|Closure in the Center of an Intersection ||	- ||Contact district personnel'''*'''
-|-
+</div>
-|align="left"|Closure at the Side of an Intersection || - ||	Contact district personnel'''*'''
+</div>
-|-
-!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]])
+<!--  WORK ON THE SHOULDER -->
-|-
+<div class="mw-customtoggle-TA2" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work on the Shoulder</div>
-|align="left"|Lane Closure on Multi-Lane Undivided Highways ||TA-30||	[[media:616.8.30 MT.pdf|616.8.30 - MT]]
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|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 class="mw-customtoggle-TA2a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
-|align="left"|Lane Closure Using Two-Way Left Turn Lane on Undivided Highways ||TA-31||	[[media:616.8.31 MT 2016.pdf|616.8.31 - MT]]
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2a" style="margin-left:45px;">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|align="left"|Lane Closure on Alternate Passing Lanes||TA-31a||	[[media:616.8.31a MT.pdf|616.8.31a - MT]]
-|-
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|align="left"|Lane Closure on Left or Right Lane on Divided Highway||	TA-33|| [[media:616.8.33 MT.pdf|616.8.33 - MT]]
+|- style="vertical-align:top;"
-|-
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
-|align="left"|Mobile Operation on a Divided or Multi-Lane Highways ||TA-35||	[[media:616.8.35 MT.pdf|616.8.35 - MT]]
+|-style="vertical-align:top;"
-|-
+| Mobile Operation on a Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-4M.pdf TA-4M] ||style="text-align:center;" | 616.8.4M || style="text-align:center;" | 9-15-23
-|align="left"|Centerline and/or Lane Line Striping on Multi-Lane, Undivided Highways||TA-35a||	[[media:616.8.35a MT.pdf|616.8.35a - MT]]
+|}
-|-
-|align="left"|Edgeline Striping on Multi-Lane, Undivided Highways ||TA-35b||	[[media:616.8.35b MT.pdf|616.8.35b - MT]]
+</div>
-|-
+</div>
-|align="left"|Lane Line and or Left Edgeline Striping on Divided Highways ||TA-35c||	[[media:616.8.35c MT.pdf|616.8.35c - MT]]
-|-
+<div class="mw-customtoggle-TA2b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
-|align="left"|Right Edgeline Striping on Divided Highways ||TA-35d||	[[media:616.8.35d MT.pdf|616.8.35d - MT]]
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2b" style="margin-left:45px;">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-!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]])
-|-
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways ||	TA-37|| [[media:616.8.37 MT 2016.pdf|616.8.37 - MT]]
+|- style="vertical-align:top;"
-|-
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
-|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways for Capacity ||TA-38|| 	[[media:616.8.38 MT 2016.pdf|616.8.38 - MT]]
+|-style="vertical-align:top;"
-|-
+| Short Duration Work on a Shoulder || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-4SD.pdf TA-4SD] ||style="text-align:center;" | 616.8.4SD || style="text-align:center;" | 9-15-23
-|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38a||	[[media:616.8.38a MT 2016.pdf|616.8.38a - MT]]
+|}
-|-
-|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]]
+</div>
-|-
+</div>
-|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]]
-|-
+<div class="mw-customtoggle-TA2c" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Shoulder Closure</div>
-|align="left"|Median Crossover for an Entrance Ramp|| - ||	Contact district personnel'''*'''
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2c" style="margin-left:45px;">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|align="left"|Median Crossover for an Exit Ramp || -	||Contact district personnel'''*'''
-|-
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|align="left"|Work in the Vicinity of an Exit Ramp ||TA-42||	[[media:616.8.42 MT.pdf|616.8.42 - MT]]
+|- style="vertical-align:top;"
-|-
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
-|align="left"|Work on Ramps||TA-43||	[[media:616.8.43 MT.pdf|616.8.43 - MT]]
+|-style="vertical-align:top;"
-|-
+| Long-Term Shoulder Closure || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-5A.pdf TA-5A] ||style="text-align:center;" | 616.8.5A || style="text-align:center;" | 9-15-23
-|align="left"|Work in the Vicinity of an Entrance Ramp ||TA-44||	[[media:616.8.44 MT.pdf|616.8.44 - MT]]
+|-style="vertical-align:top;"
-|-
+| Long-Term Shoulder Closure with Temporary Traffic Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-5B.pdf TA-5B] ||style="text-align:center;" | 616.8.5B || style="text-align:center;" | 9-15-23
-|align="left"|Lane Closure at Interchange||TA-44a||	[[media:616.8.44a MT.pdf|616.8.44a - MT]]
+|-style="vertical-align:top;"
-|-
+| Shoulder Work with Minor Encroachment || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-6A.pdf TA-6A] ||style="text-align:center;" | 616.8.6A || style="text-align:center;" | 9-15-23
-|align="left"|Work in the Vicinity of a Grade Crossing||TA-46||	[[media:616.8.46 MT 2017.pdf|616.8.46 - MT]]
+|-style="vertical-align:top;"
-|-
+| Shoulder Work with Minor Encroachment with Temporary Traffic Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-6B.pdf TA-6B] ||style="text-align:center;" | 616.8.6B || style="text-align:center;" | 9-15-23
-|align="left"|Excavations with Steel Plate or Back Fill - Undivided Highways ||TA-47a||	[[media:616.8.47a MT.pdf|616.8.47a - MT, DECM]]
+|}
-|-
-|align="left"|Excavations with Steel Plate or Back Fill - Divided Highways ||TA-47b||	[[media:616.8.47b MT.pdf|616.8.47b - MT, DECM]]
+</div>
-|-
+</div>
-|align="left"|Intermediate Lane Closure ||TA-48||	[[media:616.8.48 MT.pdf|616.8.48 - MT, DECM]]
-|-
+<div class="mw-customtoggle-TA2d" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
-|align="left"|Signs in Narrow Medians ||TA-49||	[[media:616.8.49 MT.pdf|616.8.49 - MT, DECM]]
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2d" style="margin-left:45px;">
-|-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|align="left"|<div id="Begin-End of Project Signing"></div>Begin-End of Project Signing||TA-50||	[[media:616.8.50 Feb 27 2017.pdf|616.8.50 - MT, DECM]]
-|-
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|align="left"|Temporary Reversible Lane Using Movable Barriers|| - ||	Contact district personnel'''*'''
+|- style="vertical-align:top;"
-|-
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
-!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]])
+|-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
-|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.
+</div>
+</div>
+</div>
+</div>
+<!--  WORK WITHIN THE TRAVELED WAY OF A TWO-LANE HIGHWAY -->
+<div class="mw-customtoggle-TA3" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Within the Traveled Way of a Two-Lane Highway</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+<div class="mw-customtoggle-TA3a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3a" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Mobile Operation on a Two-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-17M.pdf TA-17M] ||style="text-align:center;" | 616.8.17M || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Striping Operations on a Two-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-17STRIPE.pdf TA-17STRIPE] ||style="text-align:center;" | 616.8.17STRIPE || style="text-align:center;" | 2-1-24
+|}
+</div>
+</div>
+<div class="mw-customtoggle-TA3b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Road Closure</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3b" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Road Closure || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-8A.pdf TA-8A] ||style="text-align:center;" | 616.8.8A || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Road Closure with Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-8B.pdf TA-8B] ||style="text-align:center;" | 616.8.8B || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Road Closed Beyond Junction Detour || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-9.pdf TA-9] ||style="text-align:center;" | 616.8.9 || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+<div class="mw-customtoggle-TA3c" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3c" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Short Duration Lane Closure on a Two-Lane Highway using Flaggers || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SD.pdf TA-10SD] ||style="text-align:center;" | 616.8.10SD || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Short Duration Lane Closure on a Two-Lane Highway with Less than 400 AADT || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SD400AADT.pdf TA-10SD400AADT] ||style="text-align:center;" | 616.6.8.616.8.10SD400AADT || style="text-align:center;" | 4-1-24
+|-style="vertical-align:top;"
+| Short Duration Lane Closure on a Two-Lane Highway using TMA Flaggers || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SDTMA.pdf TA-10SDTMA] ||style="text-align:center;" | 616.8.10SDTMA || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Short Duration Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30SDTWLTL.pdf TA-30SDTWLTL] ||style="text-align:center;" | 616.6.8.30SDTWLTL || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+|}
+</div>
+</div>
+<div class="mw-customtoggle-TA3d" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3d" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Stationary Lane Closure on a Two-Lane Highway using Flaggers || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10S.pdf TA-10S] ||style="text-align:center;" | 616.8.10S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Lane Closure on a Two-Lane Highway using Automated Flagger Assistance Device (AFADs) || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SAFAD.pdf TA-10SAFAD] ||style="text-align:center;" | 616.8.10SAFAD || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Lane Closure on a Two-Lane Highway using Portable Signal Flagger Devices (PSFDs) || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10SPSFD.pdf TA-10SPSFD] ||style="text-align:center;" | 616.8.10SPSFD || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Lane Closure on a Two-Lane Highway using a TMA Flagger || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10STMA1.pdf TA-10STMA1] ||style="text-align:center;" | 616.8.10STMA1 || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Lane Closure on a Two-Lane Highway using Multiple TMA Flaggers || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-10STMA2.pdf TA-10STMA2] ||style="text-align:center;" | 616.8.10STMA2 || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Lane Closure on Two-Lane Highways Using Traffic Control Signals || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-12.pdf TA-12] ||style="text-align:center;" | 616.8.12 || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30STWLTL.pdf TA-30STWLTL] ||style="text-align:center;" | 616.8.30STWLTL || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+<div class="mw-customtoggle-TA3e" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Support Figures</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3e" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Support Figure Description !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Flagger_Control_for_Resurfacing_or_Moving_Operations_on_a_Two-Lane_Highway.pdf Flagger control for Resurfacing or Moving Operations on a Two-Lane Highway] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Closure_on_a_Two-Lane_Highway_near_Intersections.pdf Lane Closure on a Two-Lane Highway near Intersections] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Closure_on_a_Two-Lane_Highway–3_Mile_Flagging_Scenarios.pdf Lane Closure on a Two-Lane Highway - 3 mile Flagging Scenarios] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Restriction_on_a_Two-Lane_Highway_Vertical_Clearance_at_Bridge.pdf Lane Restriction on a Two-Lane Highway Vertical Clearance at Bridge] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Side_Roads_Entering_Work_Zones.pdf Side Roads Entering Work Zones] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-TMA_Flagger_Design.pdf TMA Flagger Design] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Closure_on_Alternate_Passing_Lanes.pdf Lane Closure on Alternating Passing Lanes] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Begin-End_of_Project_Signing.pdf Begin/End of Project Signing] || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+</div>
+</div>
+<!--  WORK WITHIN THE TRAVELED WAY AT AN INTERSECTION AND ON SIDEWALKS -->
+<div class="mw-customtoggle-TA4" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Within the Traveled Way at an Intersection and on Sidewalks</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA4">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+<div class="mw-customtoggle-TA4a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA4a" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Short Duration Center Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-21SD.pdf TA-21SD] ||style="text-align:center;" | 616.8.21SD || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Short Duration Right Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-22SD.pdf TA-22SD] ||style="text-align:center;" | 616.8.22SD || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Short Duration Left Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-23SD.pdf TA-23SD] ||style="text-align:center;" | 616.8.23SD || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+<div class="mw-customtoggle-TA4b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA4b" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Stationary Center Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-21S.pdf TA-21S] ||style="text-align:center;" | 616.8.21S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Right Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-22S.pdf TA-22S] ||style="text-align:center;" | 616.8.22S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Left Lane Closure at an Intersection || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-23S.pdf TA-23S] ||style="text-align:center;" | 616.8.23S || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+</div>
+</div>
+<!--  WORK WITHIN THE TRAVELED WAY OF A MULTI-LANE HIGHWAY -->
+<div class="mw-customtoggle-TA5" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Within the Traveled Way of a Multi-Lane Highway</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+<div class="mw-customtoggle-TA5a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5a" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Mobile Operation on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-35M.pdf TA-35M] ||style="text-align:center;" | 616.8.35M || style="text-align:center;" | 2-1-24
+|-style="vertical-align:top;"
+| Pavement Marking Operation on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-35STRIPE.pdf TA-35STRIPE] ||style="text-align:center;" | 616.8.35STRIPE || style="text-align:center;" | 2-1-24
+|}
+</div>
+</div>
+<div class="mw-customtoggle-TA5b" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Short Duration</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5b" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Short Duration Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30SDTWLTL.pdf TA-30SDTWLTL] ||style="text-align:center;" | 616.6.8.30SDTWLTL || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Short Duration Lane Closure on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-33SD.pdf TA-33SD] ||style="text-align:center;" | 616.8.33SD || style="text-align:center;" | 2-1-24
+|-style="vertical-align:top;"
+| Short Duration Work on Exit Ramps || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-43SD.pdf TA-43SD] ||style="text-align:center;" | 616.8.43SD || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+<div class="mw-customtoggle-TA5c" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5c" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
+|- style="vertical-align:top;"
+! Typical Application Description !! style="width: 170px" | TA Number !! style="width: 230px" | Figure Number !! style="width: 100px" | Effective Date
+|-style="vertical-align:top;"
+| Stationary Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30STWLTL.pdf TA-30STWLTL] ||style="text-align:center;" | 616.8.30STWLTL || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Lane Closure on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-33S.pdf TA-33S] ||style="text-align:center;" | 616.8.33S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Lane Closure with Temporary Traffic Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-34B.pdf TA-34B] ||style="text-align:center;" | 616.8.34B || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Double Lane Closures on Interior Lane on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-37S.pdf TA-37S] ||style="text-align:center;" | 616.8.37S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Closure of Interior Lane on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-38S.pdf TA-38S] ||style="text-align:center;" | 616.8.38S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Work in the Vicinity of an Exit Ramp || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-42S.pdf TA-42S] ||style="text-align:center;" | 616.8.42S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Ramp By-Pass || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-43B.pdf TA-43B] ||style="text-align:center;" | 616.8.43B || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Work on Ramps || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-43S.pdf TA-43S] ||style="text-align:center;" | 616.8.43S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Entrance Ramp Closure || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-44A.pdf TA-44A] ||style="text-align:center;" | 616.8.44A || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Work in the Vicinity of an Entrance Ramp || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-44S.pdf TA-44S] ||style="text-align:center;" | 616.8.44S || style="text-align:center;" | 9-15-23
 |}
-</center>
-===<center>Listing of Typical Applications for Design and Construction and Materials</center>===
+</div>
+</div>
-<center>[[media:616.8 legend 2016.pdf|Legend for the Design and Construction and Materials TAs]]</center>
+<div class="mw-customtoggle-TA5d" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Support Figures</div>
-<center>([[#Listing of Typical Applications for Maintenance|TAs for Maintenance]] are also available)
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA5d" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-{|style="border:10px solid #BEBEBE; background:#ffffff" align="center"  margin-right:0px width="950"
+{| class="wikitable" style="margin-left: 2em; text-align: left; width: 95%"
-|-
+|- style="vertical-align:top;"
-! style="background:#BEBEBE" width="450" align="center"|Typical Application Description !!style="background:#BEBEBE" width="110"|TA No.	!!style="background:#BEBEBE" width="290"|Design/Construction and Materials<br>Figure Number
+! Support Figure Description !! style="width: 100px" | Effective Date
-|-
+|-style="vertical-align:top;"
-|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]]
+| [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;"
-!style="background:#f5f5f5" colspan="3" align="center"|Work Outside of the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.6 Work Outside of the Shoulder (MUTCD 6G.06)|EPG 616.7.6]])
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Restriction_on_Divided_Highways_Width_Clearance_at_Bridge.pdf Lane Restriction on Divided Highways Width Clearance at Bridge] || style="text-align:center;" | 9-15-23
-|-
+|-style="vertical-align:top;"
-|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1||  [[media:616.8.1 DECM.pdf|616.8.1 - DECM]]
+| [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
-|-
-|align="left"|Blasting Zone|| -||	Contact district personnel'''*'''
-|-
-!style="background:#f5f5f5" colspan="3" align="center"| Work on the Shoulder (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.7 Work on the Shoulder with No Encroachment (MUTCD 6G.07)|EPG 616.7.7]] and [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.8 Work on the Shoulder with Minor Encroachment (MUTCD 6G.8)|EPG 616.7.8]])
-|-
-|align="left"|Work on the Shoulder on Divided and Undivided Highways ||	TA-3|| [[media:616.8.3 DECM 2016.pdf|616.8.3 - DECM]]
-|-
-|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]]
-|-
-|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]]
-|-
-!style="background:#f5f5f5" colspan="3" align="center"|Work Within the Traveled Way of a Two-Lane Highway (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.10 Work Within the Traveled Way of a Two-Lane Highway (MUTCD 6G.10)|EPG 616.7.10]])
-|-
-|align="left"|Road Closure with a Diversion ||TA-7|| [[media:616.8.7 DECM.pdf|616.8.7 - DECM]]
-|-
-|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 2016.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 2018.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 2016.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 2016.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 2016.pdf|616.8.10f - DECM]]
-|-
-|align="left"|Side Roads Entering Work Zones ||TA-10g|| [[media:616.8.10g DECM 2016.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 2016.pdf|616.8.13 - DECM]]
-|-
-|align="left"|Truck and Equipment Crossing or Entrance ||TA-14|| [[media:616.8.14 DECM 2016.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 2017.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 2018.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 2018.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 2016.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 2016.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 2018.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"|Two Interior Lane Closure on a Freeway||TA-38a|| 	[[media:616.8.38a DECM.pdf|616.8.38a - DECM]]
-|-
-|align="left"|Median Crossover on a Divided Highway, Sheet 1 of 2||TA-39|| 	[[media:616.8.39 Sheet 1 DECM 2019.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 2016.pdf|616.8.39, Sheet 2 of 2- DECM]]
-|-
-|align="left"|Temporary Median Crossover Roadway Design||TA-39a|| 	[[media:616.8.39a.pdf|616.8.39a- 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 2016.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 Feb 27 2017.pdf|616.8.50 - DECM, MT]]
-|-
-|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>
+</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;">
-'''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.
+<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;">
-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.
+{| 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
+|}
-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.
+</div>
+</div>
-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.
+<!--  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>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA7">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-'''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.
+<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;">
-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.
+{| 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
+|}
-Most of the typical applications show TTC devices for only one direction.
+</div>
+</div>
-==616.8.2 Legend for Typical Applications==
+</div>
+</div>
+===616.8.2.2 Legend for Typical Applications===
+<!--
+</br>
+<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>]]
-==616.8.3 Examples of Highways==
+===616.8.2.3 Examples of Highways===
 {| style="margin: 1em auto 1em auto"
@@ Line 373: / Line 493: @@
 |}
-==616.8.4 Recommended Advance Warning Sign Minimum Spacing==
+===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"
-|+ '''[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]'''
+|+ '''[[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.
 |-
@@ Line 398: / Line 519: @@
 </center>
-==616.8.5 Recommended Taper Length and Spacing==
+===616.8.2.5 Recommended Taper Length and Spacing===
 <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]'''
+|+'''[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.
 |-
@@ Line 415: / Line 537: @@
 |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>
 [[Category:616 Temporary Traffic Control|616.08]]