616.16 Typical Applications (MUTCD Chapter 6P): Difference between revisions

Latest revision as of 13:01, 8 January 2026

616.16.1 Typical Applications (MUTCD Section 6P.01)

Support. EPG 616.14 contains discussions of typical TTC activities. EPG 616.1.2 contains discussions on development of TTC plans for the various activities. This article presents typical applications for a variety of situations commonly encountered. While not every situation is addressed, the information illustrated can generally be adapted to a broad range of conditions. In many instances, an appropriate TTC plan is achieved by combining features from various typical applications. For example, work at an intersection might present a near-side TTC zone for one street and a far-side TTC zone for the other street. These treatments are found in two different typical applications in the MUTCD, while a third typical application shows how to handle pedestrian crosswalk closures.

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

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

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

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

616.16.2 Typical Applications for Contract Projects

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

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

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

616.16.3 Typical Applications for MoDOT Internal Use

[+/-] 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 At Railroad Crossings

[+/-] 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	1-1-26

[+/-] Work At Ramps

[+/-] Short Duration

Typical Application Description	TA Number	Figure Number	Effective Date
Short Duration Work on Exit Ramp	TA-43SD	616.8.43SD	1-1-26
Short Duration Work in the Vicinity of an Entrance Ramp	TA-44SD	616.8.44SD	1-1-26

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Stationary Work in the Vicinity of Exit Ramp	TA-42S	616.8.42S	1-1-26
Ramp By-Pass	TA-43B	616.8.43B	1-1-26
Stationary Work on Ramps	TA-43S	616.8.43S	1-1-26
Entrance Ramp Closure	TA-44A	616.8.44A	1-1-26
Stationary Work in the Vicinity of an Entrance Ramp	TA-44S	616.8.44S	1-1-26

[+/-] 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	1-1-26

[+/-] Short Duration

Typical Application Description	TA Number	Figure Number	Effective Date
Short Duration Work Beyond the Shoulder	TA-1SD	616.8.1SD	1-1-26

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Stationary Work Beyond the Shoulder	TA-1S	616.8.1S	1-1-26

[+/-] Work On The Shoulder

[+/-] Mobile

Typical Application Description	TA Number	Figure Number	Effective Date
Mobile Operation on a Shoulder	TA-4M	616.8.4M	1-1-26

[+/-] Short Duration

Typical Application Description	TA Number	Figure Number	Effective Date
Short Duration Work on a Shoulder	TA-4SD	616.8.4SD	1-1-26

[+/-] Shoulder Closure

Typical Application Description	TA Number	Figure Number	Effective Date
Long-Term Shoulder Closure	TA-5A	616.8.5A	1-1-26
Long-Term Shoulder Closure with Temporary Traffic Barrier	TA-5B	616.8.5B	1-1-26
Shoulder Work with Minor Encroachment	TA-6A	616.8.6A	1-1-26
Shoulder Work with Minor Encroachment with Temporary Traffic Barrier	TA-6B	616.8.6B	1-1-26

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Stationary Shoulder Work	TA-3S	616.8.3S	1-1-26

[+/-] 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	1-1-26
Short Duration Right Lane Closure at an Intersection	TA-22SD	616.8.22SD	1-1-26
Short Duration Left Lane Closure at an Intersection	TA-23SD	616.8.23SD	1-1-26

[+/-] Stationary

Typical Application Description	TA Number	Figure Number	Effective Date
Stationary Center Lane Closure at an Intersection	TA-21S	616.8.21S	1-1-26
Stationary Right Lane Closure at an Intersection	TA-22S	616.8.22S	1-1-26
Stationary Left Lane Closure at an Intersection	TA-23S	616.8.23S	1-1-26
Stationary Sidewalk Detour or Diversion	TA-28S	616.8.28S	1-1-26
Stationary Crosswalk Closures and Pedestrian Detour	TA-29S	616.8.29S	1-1-26

[+/-] Work Within The Traveled Way Of A Multi-Lane Highway

[+/-] Mobile

Typical Application Description	TA Number	Figure Number	Effective Date
Mobile Operation on a Divided or Multi-Lane Undivided Highway	TA-35M	616.8.35M	1-1-26
Pavement Marking Operation on a Divided or Multi-Lane Undivided Highway	TA-35STRIPE	616.8.35STRIPE	1-1-26

[+/-] 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	1-1-26
Short Duration Lane Closure on a Divided or Multi-Lane Undivided Highway	TA-33SD	616.8.33SD	1-1-26
Short Duration Work on Exit Ramps	TA-43SD	616.8.43SD	1-1-26

[+/-] 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	1-1-26
Stationary Lane Closure on a Multi-Lane Highway	TA-33S	616.8.33S	1-1-26
Lane Closure with Temporary Traffic Barrier	TA-34B	616.8.34B	1-1-26
Stationary Double Lane Closures on Interior Lane on a Multi-Lane Highway	TA-37S	616.8.37S	1-1-26
Stationary Closure of Interior Lane on a Multi-Lane Highway	TA-38S	616.8.38S	1-1-26
Stationary Work in the Vicinity of an Exit Ramp	TA-42S	616.8.42S	1-1-26
Ramp By-Pass	TA-43B	616.8.43B	1-1-26
Stationary Work on Ramps	TA-43S	616.8.43S	1-1-26
Entrance Ramp Closure	TA-44A	616.8.44A	1-1-26
Stationary Work in the Vicinity of an Entrance Ramp	TA-44S	616.8.44S	1-1-26

[+/-] Support Figures

Support Figure Description	Effective Date
Additional Work Vehicles on Divided or Multi-Lane Undivided Highway	1-1-26
Begin/End of Project Signing	1-1-26
Excavations with Steel Plate or Backfill on Multi-Lane Highways	1-1-26
Intermittent Lane Closure	1-1-26
Lane Restriction on Divided Highways Width Clearance at Bridge	1-1-26
Procedure for Setting Up/Switching Lanes/Taking Down a Lane Closure on Divided Highway	1-1-26
Signs in Narrow Medians	1-1-26
Stationary Lane Closure on Alternating Passing Lanes	1-1-26
Straddling Protection Vehicle/TMA on Divided or Multi-Lane Undivided Highways	1-1-26
Temporary Pavement Marking and Signing	1-1-26
Type 3 Barricade with ROAD CLOSED and DETOUR Signs	1-1-26

[+/-] 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	1-1-26
Striping Operations on a Two-Lane Highway	TA-17STRIPE	616.8.17STRIPE	1-1-26

[+/-] Road Closure

Typical Application Description	TA Number	Figure Number	Effective Date
Road Closure	TA-8A	616.8.8A	1-1-26
Road Closure with Barrier	TA-8B	616.8.8B	1-1-26
Water over Road Closure	TA-8W	616.8.8W	1-1-26
Road Closed Beyond Junction Detour	TA-9	616.8.9	1-1-26

[+/-] 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	1-1-26
Short Duration Lane Closure on a Two-Lane Highway with Less than 400 AADT	TA-10SD400AADT	616.6.8.616.8.10SD400AADT	1-1-26
Short Duration Lane Closure on a Two-Lane Highway using Automated Flagger Assistance Devices (AFAD)	TA-10SDAFAD	616.8.10SDAFAD	1-1-26
Short Duration Lane Closure on a Two-Lane Highway using TMA Flaggers	TA-10SDTMA	616.8.10SDTMA	1-1-26
Short Duration Lane Closure with a Two-Way Left Turn Lane	TA-30SDTWLTL	616.6.8.30SDTWLTL	1-1-26

[+/-] 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	1-1-26
Stationary Lane Closure on a Two-Lane Highway using Automated Flagger Assistance Device (AFADs)	TA-10SAFAD	616.8.10SAFAD	1-1-26
Stationary Lane Closure on a Two-Lane Highway using Portable Signal Flagger Devices (PSFDs)	TA-10SPSFD	616.8.10SPSFD	1-1-26
Stationary Lane Closure on a Two-Lane Highway using a TMA Flagger	TA-10STMA1	616.8.10STMA1	1-1-26
Stationary Lane Closure on a Two-Lane Highway using Multiple TMA Flaggers	TA-10STMA2	616.8.10STMA2	1-1-26
Lane Closure on Two-Lane Highways Using Traffic Control Signals	TA-12	616.8.12	1-1-26
Stationary Lane Closure with a Two-Way Left Turn Lane	TA-30STWLTL	616.8.30STWLTL	1-1-26

[+/-] Support Figures

Support Figure Description	Effective Date
Begin/End of Project Signing	1-1-26
Excavations with Steel Plate or Backfill on Two-Lane Highways	1-1-26
Flagger control for Resurfacing or Moving Operations on a Two-Lane Highway	1-1-26
Intermittent Lane Closure	1-1-26
Lane Closure on a Two-Lane Highway - 3 mile Flagging Scenarios	1-1-26
Lane Closure on a Two-Lane Highway near Intersections	1-1-26
Lane Restriction on a Two-Lane Highway Vertical Clearance at Bridge	1-1-26
Pilot Car Method	1-1-26
Side Roads Entering Work Zones	1-1-26
Stationary Lane Closure on Alternating Passing Lanes	1-1-26
Temporary Pavement Marking and Signing	1-1-26
TMA Flagger Design	1-1-26
Type 3 Barricade with ROAD CLOSED and DETOUR Signs	1-1-26

616.16.3.1 Legend for Typical Applications

616.16.3.2 Examples of Highways

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


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

616.16.3.3 Recommended Advance Warning Sign Minimum Spacing

**Table 616.16.3.3 Recommended Advance Warning Sign Minimum Spacing**
Speed Limit¹, mph	Sign Spacing², ft.
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.

616.16.3.4 Recommended Taper Length and Spacing

**Table 616.16.3.4 Recommended Taper Length and Spacing**
Speed Limit¹, mph	Taper Length², ft.		Channelizing Spacing ³, ft.
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.

@@ Line 4: / Line 4: @@
 </div></center>
-==616.8.1 Temporary Traffic Control for Contract Plan Sheet Development==
+=={{SpanID|616.16.1}}616.16.1 Typical Applications (MUTCD Section 6P.01)==
+'''Support. '''[[616.14 Types of Temporary Traffic Control Zone Activities (MUTCD Chapter 6N)#616.14|EPG 616.14]] contains discussions of typical TTC activities.  [[616.1 General (MUTCD Chapter 6A)#616.1.2|EPG 616.1.2]] contains discussions on development of TTC plans for the various activities. This article presents typical applications for a variety of situations commonly encountered. While not every situation is addressed, the information illustrated can generally be adapted to a broad range of conditions. In many instances, an appropriate TTC plan is achieved by combining features from various typical applications. For example, work at an intersection might present a near-side TTC zone for one street and a far-side TTC zone for the other street. These treatments are found in two different typical applications in the MUTCD, while a third typical application shows how to handle pedestrian crosswalk closures.
-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.
+In general, the procedures illustrated represent minimum solutions for the situations depicted. Except for the notes (which are clearly classified using headings as being Standard, Guidance, Option, or Support), the information presented in the MUTCD typical applications can generally be regarded as Guidance.
-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.
+'''Option'''. TTC plans may deviate from the typical applications described in this article to allow for conditions and requirements of a particular site or jurisdiction.
-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.
+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.
-TMAs used in mobile operations, such as striping, are considered incidental per Sec 612.5.
+'''Support'''. Figures and tables found throughout EPG 616 provide information for the development of TTC plans.
-==616.8.2 Temporary Traffic Control for MoDOT Employees==
+=={{SpanID|616.16.2}}616.16.2 Typical Applications for Contract Projects==
+'''Guidance. '''For contract projects, the typical applications in Chapter 6P of the [https://mutcd.fhwa.dot.gov/kno_11th_Edition.htm MUTCD] should be the basis for preparing TTC plans. The MUTCD typical applications themselves are not provided in the EPG, but are included in the EPG by reference.
-<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">
+'''Support. '''Table 6P-1 of the MUTCD is an index of the 54 typical applications. In the printed version of the MUTCD, the typical applications are shown on the right-hand page with notes on the facing page to the left. In the electronic version, the notes are shown on the page preceding the figure. The legend for the symbols used in the typical applications is provided in Table 6P-2 of the MUTCD. In many of the typical applications, sign spacings and other dimensions are indicated by letters using the criteria provided in [[616.2 Temporary Traffic Control Elements (MUTCD Chapter 6B)#tab616.2.4|Table 616.2.4]]. The formulas for determining taper lengths are provided in [[616.2 Temporary Traffic Control Elements (MUTCD Chapter 6B)#tab616.2.8.2|Table 616.2.8.2]].
-<b>If you have questions about a Typical Application, please email [mailto:WZTAQuestions@modot.mo.gov?Subject=Question%20about%20TA WZTAQuestions@modot.mo.gov]</b>
-</div>
-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.
+Most of the typical applications show TTC devices for only one direction.
-===616.8.2.1 Typical Applications===
+=={{SpanID|616.16.3}}616.16.3  Typical Applications for MoDOT Internal Use==
 <!--  EMERGENCY TRAFFIC CONTROL -->
 <!--  EMERGENCY TRAFFIC CONTROL -->
@@ Line 317: / Line 316: @@
 | Short Duration Lane Closure on a Divided or Multi-Lane Undivided 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;" | 1-1-26
 |-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
+| 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;" | 1-1-26
 |}
@@ Line 341: / Line 340: @@
 | 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;" | 1-1-26
 |-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
+| 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;" | 1-1-26
 |-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
+| 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;" | 1-1-26
 |-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
+| 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;" | 1-1-26
 |-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
+| 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;" | 1-1-26
 |-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
+| 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;" | 1-1-26
 |}
@@ Line 451: / Line 450: @@
 | 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;" | 1-1-26
 |-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
+| 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;" | 1-1-26
 |-style="vertical-align:top;"
 |}
@@ Line 478: / Line 477: @@
 | 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;" | 1-1-26
 |-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
+| 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;" | 1-1-26
 |}
@@ Line 525: / Line 524: @@
 </div>
-===616.8.2.2 Legend for Typical Applications===
+===616.16.3.1 Legend for Typical Applications===
 <!--
 </br>
@@ Line 533: / Line 532: @@
 -->
 </br>
-[[image:616.8.jpg|center|750px|thumb|'''<center>Fig. 616.8.2 Meaning of Symbols on Typical Application Diagrams'''</center>]]
+[[image:616.8.2_12-25.png|center|750px|thumb|'''<center>Fig. 616.8.2 Meaning of Symbols on Typical Application Diagrams'''</center>]]
-===616.8.2.3 Examples of Highways===
+===616.16.3.2 Examples of Highways===
+<span id="tab616.16.3.2"></span>
 {| style="margin: 1em auto 1em auto"
 |-
 |colspan="3"|'''Divided Highway:''' Highway with physical separation of traffic in the opposite direction.
 |-
-|[[image:616.8.3.1.jpg|left|250px|thumb|<center>'''Median Separation'''</center>]]||[[image:616.8.2.jpg|left|250px|thumb|<center>'''Median Separation with Guard Cable'''</center>]]||[[image:616.8.3.jpg|left|250px|thumb|<center>'''Barrier Wall Separation'''</center>]]
+|[[File:Median Separation.jpg|left|250px|thumb|<center>'''Median Separation'''</center>]]||[[File:Median Separation with Guard Cable.jpg|left|250px|thumb|<center>'''Median Separation with Guard Cable'''</center>]]||
+[[File:Barrier Wall Separation.jpg|left|250px|thumb|<center>'''Barrier Wall Separation'''</center>]]
 |-
 |
@@ Line 550: / Line 549: @@
 |colspan="3"|'''Undivided Highway:''' Highway with no physical separation of traffic in the opposite direction.
 |-
-|[[image:616.8.3.4.jpg|left|250px|thumb|<center>'''Undivided Highway'''</center>]]||[[image:616.8.3.5.jpg|left|250px|thumb|<center>'''Multi-lane Undivided Highway'''</center>]]||[[image:616.8.3.6.jpg|left|250px|thumb|<center>'''Multi-lane with Turning Lane'''</center>]]
+|[[File:Undivided Highway.jpg|left|250px|thumb|<center>'''Undivided Highway'''</center>]]||[[File:Multi-lane Undivided Highway.jpg|left|250px|thumb|<center>'''Multi-lane Undivided Highway'''</center>]]||[[File:Multi-lane with Turning Lane.jpg|left|250px|thumb|<center>'''Multi-lane with Turning Lane'''</center>]]
 |}
 {| style="margin: 1em auto 1em auto"
 |-
-|[[image:616.8.3.7.jpg|left|275px|thumb|<center>'''Multi-lane with Raised Median'''</center>]]||[[image:616.8.3.8.jpg|left|275px|thumb|<center>'''Multi-lane with Paved Narrow Median</center>''']]
+|[[File:Multi-lane with Raised Median.jpg|left|275px|thumb|<center>'''Multi-lane with Raised Median'''</center>]]||[[File:Multi-lane with Paved Narrow Median.jpg|left|275px|thumb|<center>'''Multi-lane with Paved Narrow Median</center>''']]
 |}
+===616.16.3.3 Recommended Advance Warning Sign Minimum Spacing===
-===616.8.2.4 Recommended Advance Warning Sign Minimum Spacing===
+<center id="tab616.16.3.3">
-<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]]'''
+|+ '''Table 616.16.3.3 Recommended Advance Warning Sign Minimum Spacing'''
 ! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Sign Spacing<sup>'''2'''</sup>, ft.
 |-
@@ Line 583: / Line 581: @@
 </center>
+===616.16.3.4 Recommended Taper Length and Spacing===
-===616.8.2.5 Recommended Taper Length and Spacing===
+<center id="tab616.16.3.4">
-<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]'''
+|+'''Table 616.16.3.4 Recommended Taper Length and Spacing'''
 ! style="background:#BEBEBE" rowspan="2"|Speed Limit<sup>'''1'''</sup>, mph!!style="background:#BEBEBE" colspan="2"|Taper Length<sup>'''2'''</sup>, ft. !!style="background:#BEBEBE" colspan="2"| Channelizing Spacing <sup>'''3'''</sup>, ft.
 |-
@@ Line 605: / Line 602: @@
 </center>
-[[Category:616 Temporary Traffic Control|616.08]]
+[[Category:616 Temporary Traffic Control (MUTCD Part 6)|616.16]]

616.16 Typical Applications (MUTCD Chapter 6P): Difference between revisions

Latest revision as of 13:01, 8 January 2026

Contents

616.16.1 Typical Applications (MUTCD Section 6P.01)

616.16.2 Typical Applications for Contract Projects

616.16.3 Typical Applications for MoDOT Internal Use

616.16.3.1 Legend for Typical Applications

616.16.3.2 Examples of Highways

616.16.3.3 Recommended Advance Warning Sign Minimum Spacing

616.16.3.4 Recommended Taper Length and Spacing

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616.16 Typical Applications (MUTCD Chapter 6P): Difference between revisions

Latest revision as of 13:01, 8 January 2026

616.16.1 Typical Applications (MUTCD Section 6P.01)

616.16.2 Typical Applications for Contract Projects

616.16.3 Typical Applications for MoDOT Internal Use

616.16.3.1 Legend for Typical Applications

616.16.3.2 Examples of Highways

616.16.3.3 Recommended Advance Warning Sign Minimum Spacing

616.16.3.4 Recommended Taper Length and Spacing

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