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

Latest revision as of 07:45, 1 April 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

[+/-] 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 07:45, 1 April 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

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@@ Line 1: / Line 1: @@
-===<center>Listing of Typical Applications===
+<div style="float: right; margin-left: 10px; margin-top:7px; margin-bottom: 5px;">__TOC__</div>
-{| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
+<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]]
-! style="background:#BEBEBE" width="520"| Typical Application Description!!style="background:#BEBEBE"|New TA No.	!!style="background:#BEBEBE"|New MoDOT<br>Figure Number!!style="background:#BEBEBE"|Old MoDOT Figure No.<br>(Typical Application No.)
+</div></center>
-|-
-!style="background:#f5f5f5" colspan="4" 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]])
+==616.8.1 Temporary Traffic Control for Contract Plan Sheet Development==
-|-
-|align="left"|Work Beyond the Shoulder on Divided and Undivided Highways||TA-1|| [[media:616.8.1.pdf|616.8.1 - MT]]||	616.23.3.1 (TA-1)
+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.
-|-
-|align="left"|Blasting Zone|| -||	Contact district personnel'''*''' ||	-
+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:#f5f5f5" colspan="4" 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]])
+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.
-|-
-|align="left"|Shoulder Work on Undivided Highways||	TA-3||[[media:616.8.3.pdf|616.8.3 - MT]]||	616.23.3.2 (TA-2)
+TMAs used in mobile operations, such as striping, are considered incidental per Sec 612.5.
-|-
-|align="left"|Short Duration or Mobile Operation on a Shoulder||TA-3 and TA-5||[[media:616.8.3.pdf|616.8.3 - MT]] & [[media:616.8.5.pdf|616.8.5 - MT]]||	616.23.3.2 (TA-2) & 616.23.3.3 (TA-3)
+==616.8.2 Temporary Traffic Control for MoDOT Employees==
-|-
-|align="left"|Shoulder Work on Divided Highways||TA-5||[[media:616.8.5.pdf|616.8.5 - MT]]||	616.23.3.3 (TA-3)
+<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>
-|align="left"|Shoulder Work with Minor Encroachment||TA-3 and TA-5||	[[media:616.8.3.pdf|616.8.3 - MT]] & [[media:616.8.5.pdf|616.8.5 - MT]]||616.23.3.2 (TA-2) & 616.23.3.3 (TA-3)
+</div>
-|-
-!style="background:#f5f5f5" colspan="4" 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]])
+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"|Highway Closure||TA-8||	[[media:616.8.8.pdf|616.8.8 - MT]]||	616.23.3.26 (TA-26)
+===616.8.2.1 Typical Applications===
-|-
-|align="left"|Road Closed Beyond Junction Detour||TA-9||	[[media:616.8.9.pdf|616.8.9 - MT]]||	616.2.1
-|-
+<!--  WORK BEYOND THE SHOULDER -->
-|align="left"|Lane Closure on a Two-Lane Highways Using Flaggers||TA-10||[[media:616.8.10.pdf|616.8.10 - MT]]||	616.23.3.7 (TA-7)
+<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>
-|-
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1">
-|align="left"|Lane Closure on a Two-Lane Highways Using Automated Flagger Assistance Devices (AFAD) with Red and Amber Signal System||TA-10a||[[media:616.8.10a.pdf|616.8.10a - MT]]	||616.23.3.7a (TA-7a)
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Lane Closure on a Two-Lane Highways Using Automated Flagger Assistance Devices (AFAD) with STOP and SLOW System||TA-10b||[[media:616.8.10b.pdf|616.8.10b - 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>
-|-
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA1a" style="margin-left:45px;">
-|align="left"|Lane Closure on a Two-Lane Highways Using Portable Signal Flagging Device (PSFD)||TA-10c||[[media:616.8.10c.pdf|616.8.10c - MT]]||	616.23.3.7b (TA-7b)
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Lane Closure on Low-Volume, Two-Lane Highways||TA-11||[[media:616.8.11.pdf|616.8.11 - MT]]||	616.23.3.8 (TA-8)
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
-|-
+|- style="vertical-align:top;"
-|align="left"|Lane Closure on a Two-Lane Highways Using Traffic Control Signals||TA-12||[[media:616.8.12.pdf|616.8.12 - MT]]||	616.23.3.9 (TA-9)
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
-|-
+|-style="vertical-align:top;"
-|align="left"|Work in the Center of a Road with Low Traffic Volumes|| - ||	N/A in MoDOT||	-
+|  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 Low Volume, Two-Way Highways||TA-16||[[media:616.8.16.pdf|616.8.16 - MT]]||	616.23.3.6 (TA-6)
-|-
+</div>
-|align="left"|Mobile Operations on Two-Lane Highways||TA-17||[[media:616.8.17.pdf|616.8.17 - MT]]||	616.23.3.4 (TA-4)
+</div>
-|-
-|align="left"|Centerline/Edgeline Striping on Two-Lane Highways||TA-17a||[[media:616.8.17a.pdf|616.8.17a - MT]]||	616.23.3.4a (TA-4a)
+<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;">
-!style="background:#f5f5f5" colspan="4" align="center"|Work Within the Traveled Way of an Urban Street (see [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)#616.7.11 Work Within the Traveled Way of an Urban Street (MUTCD 6G.11)|EPG 616.7.11]])
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Lane Closure on a Minor Street|| - ||	N/A in MoDOT||	616.23.3.1 (TA-1)
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
-|-
+|- style="vertical-align:top;"
-|align="left"|Detour for One Travel Direction||TA-8 and TA-9|| [[media:616.8.8.pdf|616.8.8 - MT]], [[media:616.8.9.pdf|616.8.9 - MT]]	||616.23.3.26 (TA-26) & 616.2.1
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
-|-
+|-style="vertical-align:top;"
-|align="left"|Detour for a Closed Street||TA-8 and TA-9||	[[media:616.8.8.pdf|616.8.8 - MT]], [[media:616.8.9.pdf|616.8.9 - MT]]	||616.23.3.26 (TA-26) & 616.2.1
+| 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
-|-
+|}
-!style="background:#f5f5f5" colspan="4" 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>
-|align="left"|Lane Closure on the Near Side of Intersection||	TA-21|| [[media:616.8.21.pdf|616.8.21 - MT]]||	616.23.3.23 (TA-23)
+</div>
-|-
-|align="left"|Lane Closure of Right Lane on Far Side of Intersection||TA-22||	[[media:616.8.22.pdf|616.8.22 - MT]]||	616.23.3.22(TA-22)
+<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"|Lane Closure of Left Lane on Far Side of Intersection||	TA-23||[[media:616.8.23.pdf|616.8.23 - MT]]||	616.23.3.23 (TA-23)
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Half Road Closure on the Far Side of an Intersection|| - ||	Contact district personnel'''*'''	|| -
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
-|-
+|- style="vertical-align:top;"
-|align="left"|Multiple Lane Closures at an Intersection	|| - ||Contact district personnel'''*'''	||616.0.2
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
-|-
+|-style="vertical-align:top;"
-|align="left"|Closure in the Center 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
-|-
+|}
-|align="left"|Closure at the Side of an Intersection || - ||	Contact district personnel	'''*'''|| -
-|-
+</div>
-|align="left"|Sidewalk Detour or Diversion||TA-28||	[[media:616.8.28.pdf|616.8.28 - MT]]||	616.23.3.24 (TA-24)
+</div>
-|-
-|align="left"|Crosswalk Closures and Pedestrian Detours||TA-29	||[[media:616.8.29.pdf|616.8.29 - MT]]	||616.23.3.25 (TA-25)
+</div>
-|-
+</div>
-!style="background:#f5f5f5" colspan="4" 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 -->
-|align="left"|Lane Closure on Multi-Lane Undivided Highways||TA-30||	[[media:616.8.30.pdf|616.8.30 - MT]]||	616.23.3.11 (TA-11)
+<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>
-|-
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA2">
-|align="left"|Operations in Two-Way Left Turn Lane on Multi-Lane Undivided Highways||TA-30a||	[[media:616.8.30a.pdf|616.8.30a - MT]]||	616.23.3.10 (TA-10)
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Lane Closure Using Two-Way Left Turn Lane on Undivided Highways||TA-31||	[[media:616.8.31.pdf|616.8.31 - MT]]||	616.23.3.27 (TA-27)
+<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"|Lane Closure on Alternate Passing Lanes||TA-31a||	[[media:616.8.31a.pdf|616.8.31a - MT]]||	616.23.3.28 (TA-28)
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Lane Closure on Left or Right Lane on Divided Highway||	TA-33||[[media:616.8.33.pdf|616.8.33 - MT]]||	616.23.3.12 (TA-12)
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
-|-
+|- style="vertical-align:top;"
-|align="left"|Mobile Operation on a on Divided or Multi-Lane Highways||TA-35||	[[media:616.8.35.pdf|616.8.35 - MT]]||	616.23.3.5 (TA-5)
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
-|-
+|-style="vertical-align:top;"
-|align="left"|Centerline and/or Edgeline Striping on Multi-Lane, Undivided Highways||TA-35a||	[[media:616.8.35a.pdf|616.8.35a - MT]]||	616.23.3.5a (TA-5a)
+| 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"|Edgeline Striping on Multi-Lane, Undivided Highways||TA-35b||	[[media:616.8.35b.pdf|616.8.35b - MT]]||	616.23.3.5b (TA-5b)
-|-
+</div>
-|align="left"|Laneline and/or Edgeline Striping on Divided Highways||	TA-35c||[[media:616.8.35c.pdf|616.8.35c - MT]]||	616.23.3.5c (TA-5c)
+</div>
-|-
-|align="left"|Right Edgeline Striping on Divided Highways||	TA-35d||[[media:616.8.35d.pdf|616.8.35d - MT]]||	616.23.3.5d (TA-5d)
+<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;">
-!style="background:#f5f5f5" colspan="4" 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 class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways||	TA-37||[[media:616.8.37.pdf|616.8.37 - MT]]||	616.23.3.13 (TA-13)
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
-|-
+|- style="vertical-align:top;"
-|align="left"|Lane Closure of Interior Lane on Multi-Lane Highways for Capacity||TA-38||	[[media:616.8.38.pdf|616.8.38 - MT]]||	616.23.3.14 (TA-14)
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
-|-
+|-style="vertical-align:top;"
-|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38a||[[media:616.8.38a.pdf|616.8.38a - MT]]||	616.23.3.15 (TA-15)
+| 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-38b||[[media:616.8.38b.pdf|616.8.38b - MT]] ||	616.23.3.15a (TA-15a)
-|-
+</div>
-|align="left"|Lane Closure of Interior Lane on Multi-Lane Divided Highways ||TA-38c||	[[media:616.8.38c.pdf|616.8.38c - MT]]||	616.23.3.16 (TA-16)
+</div>
-|-
-|align="left"|Median Crossover for an Entrance Ramp|| - ||	Contact district personnel'''*'''	 || -
+<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"|Median Crossover for an Exit Ramp || -	||Contact district personnel'''*'''||	-
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
-|-
-|align="left"|Work in the Vicinity of Exit Ramp||	TA-42||[[media:616.8.42.pdf|616.8.42 - MT]]||	616.23.3.17 (TA-17)
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
-|-
+|- style="vertical-align:top;"
-|align="left"|Work on Ramps||TA-43||	[[media:616.8.43.pdf|616.8.43 - MT]]||	616.23.3.20 (TA-20)
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
-|-
+|-style="vertical-align:top;"
-|align="left"|Work in the Vicinity of Entrance Ramp||TA-44||	[[media:616.8.44.pdf|616.8.44 - MT]]||	616.23.3.18 (TA-18)
+| 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"|Lane Closure at Interchange||	TA-44a||[[media:616.8.44a.pdf|616.8.44a - MT]]||	616.23.3.19 (TA-19)
+| 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"|Temporary Reversible Lane Using Movable Barriers|| - ||	Contact district personnel'''*'''	 || -
+| 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;"
-!style="background:#f5f5f5" colspan="4" 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]])
+| 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"|Work in the Vicinity of a Grade Crossing|| - ||	Contact district personnel'''*''' || 	-
-|-
+</div>
-|colspan="4" align="left"|'''*''' These typical applications may require additional guidance with the district and referencing to the MUTCD.
+</div>
+<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;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
+|-style="vertical-align:top;"
+| Stationary Shoulder Work || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-3S.pdf TA-3S] ||style="text-align:center;" | 616.8.3S || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+</div>
+</div>
+<!--  WORK WITHIN THE TRAVELED WAY OF A TWO-LANE HIGHWAY -->
+<div class="mw-customtoggle-TA3" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work Within the Traveled Way of a Two-Lane Highway</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+<div class="mw-customtoggle-TA3a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Mobile</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA3a" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 145px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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
+|}
+</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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Support Figure Description !! style="width: 125px" | 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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
+|-style="vertical-align:top;"
+| Stationary Lane Closure with a Two-Way Left Turn Lane || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-30STWLTL.pdf TA-30STWLTL] ||style="text-align:center;" | 616.8.30STWLTL || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Lane Closure on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-33S.pdf TA-33S] ||style="text-align:center;" | 616.8.33S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Lane Closure with Temporary Traffic Barrier || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-34B.pdf TA-34B] ||style="text-align:center;" | 616.8.34B || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Double Lane Closures on Interior Lane on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-37S.pdf TA-37S] ||style="text-align:center;" | 616.8.37S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Closure of Interior Lane on a Multi-Lane Highway || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-38S.pdf TA-38S] ||style="text-align:center;" | 616.8.38S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Work in the Vicinity of an Exit Ramp || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-42S.pdf TA-42S] ||style="text-align:center;" | 616.8.42S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Ramp By-Pass || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-43B.pdf TA-43B] ||style="text-align:center;" | 616.8.43B || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Work on Ramps || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-43S.pdf TA-43S] ||style="text-align:center;" | 616.8.43S || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Entrance Ramp Closure || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-44A.pdf TA-44A] ||style="text-align:center;" | 616.8.44A || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Stationary Work in the Vicinity of an Entrance Ramp || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-44S.pdf TA-44S] ||style="text-align:center;" | 616.8.44S || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+<div class="mw-customtoggle-TA5d" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Support Figures</div>
+<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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Support Figure Description !! style="width: 125px" | Effective Date
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Closure_on_Alternate_Passing_Lanes.pdf Lane Closure on Alternating Passing Lanes] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Lane_Restriction_on_Divided_Highways_Width_Clearance_at_Bridge.pdf Lane Restriction on Divided Highways Width Clearance at Bridge] || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| [https://epg.modot.org/forms/general_files/TS/Typical_Applications/SF-Begin-End_of_Project_Signing.pdf Begin/End of Project Signing] || style="text-align:center;" | 9-15-23
+|}
+</div>
+</div>
+</div>
+</div>
+<!--  WORK AT RAILROAD CROSSING -->
+<div class="mw-customtoggle-TA6" style="font-size:1.25em; margin:10px; padding:3px; cursor:pointer; color:black; background-color: #EBEBEB; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Work at Railroad Crossing</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA6">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+<div class="mw-customtoggle-TA6a" style="font-size:1.15em; margin:10px; margin-left:35px; padding:3px; cursor:pointer; color:black; background-color: #f6f6f6; border-radius:5px; box-shadow:3px 3px 3px #888888">[+/-] Stationary</div>
+<div class="mw-collapsible mw-collapsed" id="mw-customcollapsible-TA6a" style="margin-left:45px;">
+<div class="mw-collapsible-content" style="margin-bottom:15px;">
+{| class="wikitable" style="margin-left: 2em; text-align: left;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | 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
 |}
-</center>
+</div>
+</div>
+</div>
+</div>
-'''Support.''' [[616.7 Type of Temporary Traffic Control Zone Activities (MUTCD 6G)|EPG 616.7]] contains discussions of typical TTC activities.  EPG 616.8 presents typical applications for a variety of situations commonly encountered.  The typical applications provided in Chapter 6H of the MUTCD, the state of the practice, along with engineering judgment, was used as the basis of the development of the typical application for the temporary traffic control on the state highway system.  For construction projects, EPG 616 presents [[:Category:616 Temporary Traffic Control#Work Zone Figures|typical applications for work zones]].  [[616.23 Traffic Control for Field Operations|EPG 616.23]] presents typical applications for work performed by MoDOT maintenance personnel.
+<!--  EXCAVATIONS WITH STEEL PLATES -->
+<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;">
-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-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;">
-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;"
+|- style="vertical-align:top;"
+! style="width: 675px" | Typical Application Description !! style="width: 125px" | TA Number !! style="width: 200px" | Figure Number !! style="width: 125px" | Effective Date
+|-style="vertical-align:top;"
+| Excavations with Steel Plate or Backfill on Undivided Highways || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-47A.pdf TA-47A] ||style="text-align:center;" | 616.8.47A || style="text-align:center;" | 9-15-23
+|-style="vertical-align:top;"
+| Excavations with Steel Plate or Backfill on Divided Highways || style="text-align:center;" | [https://epg.modot.org/forms/general_files/TS/Typical_Applications/TA-47B.pdf TA-47B] ||style="text-align:center;" | 616.8.47B || style="text-align:center;" | 9-15-23
+|}
-In general, the procedures illustrated represent minimum solutions for the situations depicted.  Except for the notes (which are clearly classified using headings as being Standard, Guidance, Option, or Support), the information presented in the typical applications can generally be regarded as Guidance.
+</div>
+</div>
-'''Option.''' Other devices may be added to supplement the devices and device spacing may be adjusted to provide additional reaction time or delineation.  Fewer devices may be used based on field conditions.
+</div>
+</div>
-'''Support.''' Figures and tables found throughout [[:Category:616 Temporary Traffic Control|EPG 616]] provide information for the development of TTC plans.  Also, Table 616.3.4 is used for the determination of sign spacing and other dimensions for various area and roadway types.
+===616.8.2.2 Legend for Typical Applications===
+<!--
+</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>]]
-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 formulas for determining taper lengths are provided in Table 616.3.5. - ''***there are no formulas ...how about dropping the sentence?***'']]
-Most of the typical applications show TTC devices for only one direction.
+===616.8.2.3 Examples of Highways===
-===<center>Fig 616.8 Legend for Typical Applications===
+{| style="margin: 1em auto 1em auto"
-</center>
+|-
+|colspan="3"|'''Divided Highway:''' Highway with physical separation of traffic in the opposite direction.
+|-
+|[[image:616.8.3.1.jpg|left|250px|thumb|<center>'''Median Separation'''</center>]]||[[image:616.8.2.jpg|left|250px|thumb|<center>'''Median Separation with Guard Cable'''</center>]]||[[image:616.8.3.jpg|left|250px|thumb|<center>'''Barrier Wall Separation'''</center>]]
+|-
+|
+|-
+|height="40"|
+|-
+|colspan="3"|'''Undivided Highway:''' Highway with no physical separation of traffic in the opposite direction.
+|-
+|[[image:616.8.3.4.jpg|left|250px|thumb|<center>'''Undivided Highway'''</center>]]||[[image:616.8.3.5.jpg|left|250px|thumb|<center>'''Multi-lane Undivided Highway'''</center>]]||[[image:616.8.3.6.jpg|left|250px|thumb|<center>'''Multi-lane with Turning Lane'''</center>]]
+|}
+{| style="margin: 1em auto 1em auto"
+|-
+|[[image:616.8.3.7.jpg|left|275px|thumb|<center>'''Multi-lane with Raised Median'''</center>]]||[[image:616.8.3.8.jpg|left|275px|thumb|<center>'''Multi-lane with Paved Narrow Median</center>''']]
+|}
-[[image:616.8.jpg|center|750px|thumb|'''<center>Fig. 616.8 Meaning of Symbols on Typical Application Diagrams'''</center>]]
-===<center>Recommended Advance Warning Sign Minimum Spacing (Table 616.3.4)===
+===616.8.2.4 Recommended Advance Warning Sign Minimum Spacing===
+<center>
 {| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
-|+
+|+ '''[[616.3 Temporary Traffic Control Elements (MUTCD Chapter 6C)#Table 616.3.4 Recommended Advance Warning Sign Minimum Spacing| Table 616.3.4, Recommended Advance Warning Sign Minimum Spacing]]'''
 ! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Sign Spacing<sup>'''2'''</sup>, ft.
 |-
@@ Line 167: / Line 491: @@
 |50 to 55||	500||	1000
 |-
-|60 to 70||colspan="2"|	SA-1000, SB-1500 and SC-2640
+|60 to 70||1000||SA-1000<br/>SB-1500<br/>SC-2640
 |-
 |align="left" colspan="3"|<sup>'''1'''</sup> Speed limit is based on posted speed limit.
@@ Line 177: / Line 501: @@
 </center>
-===<center>Recommended Taper Length and Spacing (Table 616.3.5)===
+===616.8.2.5 Recommended Taper Length and Spacing===
+<center>
 {| border="1" class="wikitable" style="margin: 1em auto 1em auto" style="text-align:center"
-|+
+|+'''[https://epg.modot.org/index.php?title=616.3_Temporary_Traffic_Control_Elements_%28MUTCD_Chapter_6C%29#Table_616.3.5_Recommended_Taper_Length_and_Spacing Table 616.3.5, Recommended Taper Length and Spacing]'''
 ! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Taper Length<sup>'''2'''</sup>, ft. !!style="background:#BEBEBE" colspan="2"| Channelizing Spacing <sup>'''3'''</sup>, ft.
 |-
 !style="background:#BEBEBE"| Shoulder<sup>'''4'''</sup> (T1)!!style="background:#BEBEBE"|Lane<sup>'''5'''</sup> (T2)!!style="background:#BEBEBE"|Tapers!!style="background:#BEBEBE"|Buffer/Work Areas
 |-
-|up to 35||70||	245||	35<sup>6</sup>	||50<sup>6</sup>
+|up to 35||70||	245||	35<sup>6</sup>	||40<sup>6</sup>
-|-
-|40 to 45||150||	540||	40<sup>6</sup>||	100<sup>6</sup>
 |-
-|50 to 55||185||	660||	50<sup>7</sup>||	100<sup>7</sup>
+|40 to 45||150||	540||	40<sup>6</sup>||	80<sup>6</sup>
 |-
-|60 to 70||235||	840||	60<sup>7</sup>||	100<sup>7</sup>
+|50 to 55||185||	660||	50<sup>7</sup>||	80<sup>7</sup>
 |-
-|align="left" colspan="5"|<sup>'''1'''</sup> Speed limit is based on posted speed limit.
+|60 to 70||235||	840||	60<sup>7</sup>||	120<sup>7</sup>
 |-
-|align="left" colspan="5"|<sup>'''2'''</sup> Taper lengths may be adjusted to accommodate crossroads, curves, intersections, ramps or other geometric features.
+|align="left" colspan="5"|<sup>'''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.
-|-
-|align="left" colspan="5"|<sup>'''3'''</sup> Channelizer spacing may be reduced to discourage traffic encroachment.
-|-
-|align="left" colspan="5"|<sup>'''4'''</sup> Based on 10 ft. shoulder width.
-|-
-|align="left" colspan="5"|<sup>'''5'''</sup> Based on 12 ft. lane width.
-|-
-|align="left" colspan="5"|<sup>'''6'''</sup> Spacing reduced to 1/2 at intersections.
-|-
-|align="left" colspan="5"|<sup>'''7'''</sup> Spacing may be reduced to 1/2 at intersections.
 |}
 </center>
 [[Category:616 Temporary Traffic Control|616.08]]